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Traffic Impact Analysis
kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030
MEMORANDUM
To: Gia Kim
Engineering Manager
City of Fontana
From: Trevor Briggs, P.E.
Kimley-Horn and Associates, Inc.
Date: August 12, 2022
Subject: Trip Generation Consistency Memorandum for the Proposed Fontana Square
Project in the City of Fontana
Kimley-Horn and Associates, Inc. has prepared a trip generation consistency memorandum to
evaluate the revised trip generation potential for the proposed Fontana Square project compared
to the trip generation noted in the approved Traffic Impact Analysis (January 2022).
PROJECT DESCRIPTION
The project is located on the northwest corner of the intersection of Highland Avenue and Citrus
Avenue, and to the east of Catawba Avenue, in the northern area of the City of Fontana. The project
site is shown in its regional setting on Figure 1. The project site (approximately 8.9 acres) is
bounded by the SR-210 Freeway to the north, Citrus Avenue to the east, Highland Avenue to the
south, and Catawba Avenue to the west.
APPROVED TRIP GENERATION
A Traffic Impact Analysis (TIA, January 2022) was prepared for the proposed Fontana Square
project and was approved by City staff in March 2022. The approved TIA assumed the following
land use and quantities for the proposed project:
• 104-room Hotel (Holiday Inn Express)
• 117-room Hotel (Staybridge Suites)
• 23,800-square-foot Recreational Community Center (Banquet Hall)
• 5,000-square-foot High-Turnover (Sit-Down) Restaurant
• 3,885-square-foot Fast-Food Restaurant W/ Drive-thru
After applying internal capture and pass-by reductions, the proposed project would generate 4,573
net new trips on a daily basis, with 264 net new trips in the morning peak hour, and 259 net new
trips in the evening peak hour. Trip generation rates and the resulting trip generation estimates
from the approved TIA are summarized on Table 1.
kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030
REVISED TRIP GENERATION
After the TIA was approved for the Fontana Square project, the proposed site plan was modified
with following updated land use quantities:
• 184-room Hotel (Holiday Inn Express/ Staybridge Suites)
• 28,000-square-foot Recreational Community Center (Banquet Hall)
• 5,000-square-foot High-Turnover (Sit-Down) Restaurant
• 3,885-square-foot Fast-Food Restaurant W/ Drive-thru
After applying internal capture and pass-by reduction, the proposed project would generate 4,393
net new trips on a daily basis, with 255 net new trips in the morning peak hour, and 245 net new
trips in the evening peak hour. Trip generation rates and the resulting trip generation estimates for
the revised Fontana Square project are summarized on Table 2.
CONCLUSION
Compared to the trip generation in the Approved TIA, the revised project is expected to generate
180 fewer net new trips on a daily basis, including 9 fewer net new during the morning peak hour
and 14 fewer net new trips during the evening peak hour. Therefore, no further traffic analysis is
required for the proposed project.
Should you have any questions regarding this memorandum, please do not hesitate to contact me
at 714-786-6117.
TABLE 1
SUMMARY OF PROJECT TRIP GENERATION - APPROVED TIA (JANUARY, 2022)
FONTANA SQUARE PROJECT
Trip Generation Rates 1
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Hotel 310 Room 8.360 0.277 0.193 0.470 0.306 0.294 0.600
Recreational Community Center 495 KSF 28.820 1.162 0.598 1.760 1.086 1.224 2.310
High-Turnover (Sit-Down) Restaurant 932 KSF 112.180 5.467 4.473 9.940 6.057 3.713 9.770
Fast-Food Restaurant w/ Drive-thru 934 KSF 470.950 20.497 19.693 40.190 16.988 15.682 32.670
Trip Generation Estimates
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Hotel (Holiday Inn Express)104 Room 869 29 20 49 32 31 63
Hotel (Staybridge Suites)117 Room 978 32 23 55 36 34 70
Recreational Community Center (Banquet Hall) 23.800 KSF 686 28 14 42 26 29 55
High-Turnover (Sit-Down) Restaurant 5.000 KSF 561 27 22 49 30 19 49
Fast-Food Restaurant w/ Drive-thru 3.885 KSF 1,830 80 77 157 66 61 127
Total Before Internal Capture/Pass-by 4,924 196 156 352 190 174 364
Internal Capture (4% Daily; 4% AM; 7% PM)2 -197 -8 -6 -14 -13 -12 -25
Pass-By Reduction for High-Turnover (Sit-Down) Restaraunt - (43% PM)3 -20 0 0 0 -12 -8 -20
Pass-By Reduction for Fast-Food Restaurant w/ Drive-thru - (49% AM; 50% PM)3 -134 -38 -36 -74 -31 -29 -60
Total Net New Project Trips 4,573 150 114 264 134 125 259
1 Source: Institute of Transportation Engineers publication: Trip Generation Manual, 10th Edition
2 See Internal Capture Worksheets
3 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition. The daily pass-by trips shown are the sum of the AM and the PM
pass-by trips.
Fontana Square Project
Trip Generation Memorandum
Kimley-Horn and Associates, Inc.
August 2022
TABLE 2
SUMMARY OF PROJECT TRIP GENERATION - REVISED SITE PLAN
FONTANA SQUARE PROJECT
Trip Generation Rates 1
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Hotel 310 Room 8.360 0.277 0.193 0.470 0.306 0.294 0.600
Recreational Community Center 495 KSF 28.820 1.162 0.598 1.760 1.086 1.224 2.310
High-Turnover (Sit-Down) Restaurant 932 KSF 112.180 5.467 4.473 9.940 6.057 3.713 9.770
Fast-Food Restaurant w/ Drive-thru 934 KSF 470.950 20.497 19.693 40.190 16.988 15.682 32.670
Trip Generation Estimates
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Hotel (Holiday Inn Express/Staybridge Suites) 184 Room 1,538 51 36 87 56 54 110
Recreational Community Center (Banquet Hall) 28.000 KSF 807 33 17 50 30 34 64
High-Turnover (Sit-Down) Restaurant 5.000 KSF 561 27 22 49 30 19 49
Fast-Food Restaurant w/ Drive-thru 3.885 KSF 1,830 80 77 157 66 61 127
Total Before Internal Capture/Pass-by 4,736 191 152 343 182 168 350
Internal Capture (4% Daily; 4% AM; 7% PM)2 -189 -8 -6 -14 -13 -12 -25
Pass-By Reduction for High-Turnover (Sit-Down) Restaraunt - (43% PM)3 -20 0 0 0 -12 -8 -20
Pass-By Reduction for Fast-Food Restaurant w/ Drive-thru - (49% AM; 50% PM)3 -134 -38 -36 -74 -31 -29 -60
Total Net New Project Trips 4,393 145 110 255 126 119 245
Approved Net New Project Trips (From Approved TIA)4 4,573 150 114 264 134 125 259
Net Difference (Proposed Minus Approved Traffic Study) -180 -5 -4 -9 -8 -6 -14
1 Source: Institute of Transportation Engineers publication: Trip Generation Manual, 10th Edition
2 See Internal Capture Worksheets
4 Total net new trips from the Approved TIA for the proposed Fontana Square project (January, 2022)
3 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition. The daily pass-by trips shown are the sum of the AM and the
PM pass-by trips.
Fontana Square Project
Trip Generation Memorandum
Kimley-Horn and Associates, Inc.
August 2022
Traffic Impact Analysis
for
Fontana Square
In the City of Fontana
December 2021
TRAFFIC IMPACT ANALYSIS
FOR THE PROPOSED
FONTANA SQUARE PROJECT
IN THE CITY OF FONTANA
Prepared by:
Kimley-Horn and Associates, Inc.
1100 Town and Country, Suite 700,
Orange, California 92868
December 2021
TABLE OF CONTENTS Page
INTRODUCTION..................................................................................................................................................................................1
Purpose and Study Objectives ...............................................................................................................................................1
Project Overview ..........................................................................................................................................................................1
ANALYSIS SCENARIOS AND METHODOLOGY ....................................................................................................................4
Analysis Scenarios .......................................................................................................................................................................4
Intersection Analysis – HCM Methodology .....................................................................................................................4
Level of Service Standards and Measure of Significance .........................................................................................6
AREA CONDITIONS ...........................................................................................................................................................................7
Study Area ........................................................................................................................................................................................7
Existing Street System ...............................................................................................................................................................7
Transit Service ............................................................................................................................................................................ 10
Existing Traffic Volumes ........................................................................................................................................................ 11
Peak Hour Operating Conditions ................................................................................................................................. 11
Daily Roadway Operating Conditions ....................................................................................................................... 11
PROJECT TRAFFIC .......................................................................................................................................................................... 15
Project Trip Generation ......................................................................................................................................................... 15
Trip Distribution and Assignment .................................................................................................................................... 15
EXISTING PLUS PROJECT............................................................................................................................................................ 19
Peak Hour Operating Conditions ...................................................................................................................................... 19
Daily Roadway Operating Conditions ............................................................................................................................. 19
FUTURE CONDITIONS .................................................................................................................................................................. 23
Opening Year 2023 Cumulative ......................................................................................................................................... 23
Cumulative Projects............................................................................................................................................................ 23
Cumulative Projects Trip Generation ........................................................................................................................ 23
Cumulative Projects Trip Distribution and Assignment ................................................................................. 23
Peak Hour Operating Conditions ................................................................................................................................. 27
Daily Roadway Operating Conditions ....................................................................................................................... 27
FUTURE CONDITIONS PLUS PROJECT................................................................................................................................. 30
Opening Year 2023 Cumulative Plus Project .............................................................................................................. 30
Peak Hour Operating Conditions ................................................................................................................................. 30
Daily Roadway Operating Conditions ....................................................................................................................... 33
HORIZON YEAR CONDITIONS .................................................................................................................................................. 35
Horizon Year 2040.................................................................................................................................................................... 35
Peak Hour Operating Conditions ................................................................................................................................. 35
Daily Roadway Operating Conditions ....................................................................................................................... 35
Horizon Year 2040 Plus Project......................................................................................................................................... 39
Peak Hour Operating Conditions ................................................................................................................................. 39
Daily Roadway Operating Conditions ....................................................................................................................... 39
SITE ACCESS ANALYSIS ............................................................................................................................................................... 43
STORAGE CAPACITY AT PROJECT DRIVEWAYS............................................................................................................. 43
TRAFFIC SIGNAL WARRANT ANALYSIS ............................................................................................................................. 46
Jacaranda Avenue at Highland Avenue (D1) ............................................................................................................... 46
Beech Avenue at SR-210 HOV Ramps (#2) .................................................................................................................. 46
IMPROVEMENTS AND RECOMMENDATIONS ................................................................................................................. 47
Intersection Improvements ................................................................................................................................................. 47
Roadway Improvements ....................................................................................................................................................... 47
VEHICLE MILES TRAVELED (VMT) ANALYSIS ............................................................................................................... 48
Introduction ................................................................................................................................................................................. 48
Vehicle Miles Traveled Screening ..................................................................................................................................... 48
DRIVE-THROUGH QUEUING ANALYSIS .............................................................................................................................. 51
Queuing Data Collection ........................................................................................................................................................ 51
Queuing Observations............................................................................................................................................................. 52
General Observations .............................................................................................................................................................. 53
SUMMARY OF FINDINGS AND CONCLUSIONS ................................................................................................................ 54
LIST OF FIGURES Page
Figure 1 – Vicinity Map ...................................................................................................................................................................2
Figure 2 – Project Site Plan ...........................................................................................................................................................3
Figure 3 – Existing Lane Configuration and Traffic Control ........................................................................................8
Figure 4 – City of Fontana – Hierarchy of Streets Plan...................................................................................................9
Figure 5 – Existing Traffic Volumes ...................................................................................................................................... 12
Figure 6 – Project Trip Distribution ...................................................................................................................................... 17
Figure 7 – Project-Related Traffic Volumes ...................................................................................................................... 18
Figure 8 – Existing Plus Project Traffic Volumes ........................................................................................................... 20
Figure 9 – Location of Cumulative Projects ...................................................................................................................... 25
Figure 10 – Opening Year 2023 Cumulative Traffic Volumes.................................................................................. 26
Figure 11 – Opening Year 2023 Cumulative Plus Project Traffic Volumes ...................................................... 31
Figure 12 – Horizon Year 2040 Traffic Volumes ............................................................................................................ 36
Figure 13 – Horizon Year 2040 Plus Project Traffic Volumes ................................................................................. 40
LIST OF TABLES Page
Table 1 – Summary of Intersection Operation – Existing Conditions ................................................................. 13
Table 2 – Summary of Roadway Segment Analysis – Existing Conditions........................................................ 14
Table 3 – Summary of Project Trip Generation ............................................................................................................. 16
Table 4 – Summary of Intersection Operation – Existing Plus Project ............................................................... 21
Table 5 – Summary of Roadway Segment Analysis – Existing Plus Project ..................................................... 22
Table 6 – Summary of Cumulative Projects ...................................................................................................................... 24
Table 7 – Summary of Intersection Operation – Opening Year 2023 Cumulative ........................................ 28
Table 8 – Summary of Roadway Segment Analysis – Opening Year 2023 Cumulative .............................. 29
Table 9 – Summary of Intersection Operation – Opening Year 2023 Cumulative Plus Project ............ 32
Table 10 – Summary of Roadway Segment Analysis – Opening Year 2023 Cumulative Plus Project
.................................................................................................................................................................................................................. 34
Table 11 – Summary of Intersection Operation – Horizon Year 2040 ................................................................ 37
Table 12 – Summary of Roadway Segment Analysis – Horizon Year 2040 ...................................................... 38
Table 13 – Summary of Intersection Operation – Horizon Year 2040 Plus Project .................................... 41
Table 14 – Summary of Roadway Segment Analysis – Horizon Year 2040 Plus Project.......................... 42
Table 15 – Summary of Left-Turn Pocket Storage Capacity – AM Peak Hour ................................................ 44
Table 16 – Summary of Left-Turn Pocket Storage Capacity – PM Peak Hour ................................................ 45
Table 17 – SBCTA VMT Screening Tool Results .............................................................................................................. 49
APPENDICES
APPENDIX A: APPROVED SCOPING AGREEMENT
APPENDIX B: TRAFFIC COUNT DATA SHEETS
APPENDIX C: INTERSECTION ANALYSIS WORKSHEETS
APPENDIX D: INTERNAL CAPTURE WORKSHEETS
APPENDIX E: CUMULATIVE PROJECTS INFORMATION
APPENDIX F: SBTAM MODEL PLOTS AND B-TURNS WORKSHEETS
APPENDIX G: TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS
APPENDIX H: QUEUING ANALYSIS WORKSHEETS
Fontana Square Project - 1 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
TRAFFIC IMPACT ANALYSIS
FOR THE PROPOSED
FONTANA SQUARE PROJECT
IN THE CITY OF FONTANA
INTRODUCTION
Purpose and Study Objectives
This traffic impact analysis has been prepared to address the traffic-related effects of the proposed
Fontana Square project in the City of Fontana. This traffic impact analysis has been conducted in
accordance with the City of Fontana Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled
(VMT) and Level of Service Assessment (October 2020).
This report includes a description of existing traffic conditions in the surrounding area, estimated
project trip generation and distribution, future traffic growth, and an assessment of project-related
effects on the transportation system. Where necessary, circulation system improvements have been
identified to address project-related deficiencies at the study locations.
Project Overview
The project is located on the northwest corner of the intersection of Highland Avenue and Citrus
Avenue, and to the east of Catawba Avenue, in the northern area of the City of Fontana. The project
site is shown in its regional setting on Figure 1. The project site (approximately 8.9 acres) is bounded
by the SR-210 Freeway to the north, Citrus Avenue to the east, Highland Avenue to the south,
and Catawba Avenue to the west.
The project consists of the construction of 5 buildings consisting of a 23,800 square foot (SF) banquet
hall, a 104-Room Holiday Inn Express Hotel, a 117-Room Staybridge Suites, a 5,000 SF sit-down
restaurant, and a 3,885 SF fast-food restaurant with drive-through. Additionally, the project will
include widening along the project frontage on Highland Avenue to add a second westbound through
lane along the project frontage. The project would also re-stripe the westbound approach (east leg)
of the intersection of Citrus Avenue at Highland Avenue to allow for a second westbound through
lane at the intersection. A copy of the project site plan is provided on Figure 2.
Vehicular access for the project site would be via three driveways on Highland Avenue and one full-
movement driveway on Catawba Avenue. The driveways on Highland Avenue would consist of one
unsignalized full-movement driveway (across from Jacaranda Avenue), one full-movement
signalized driveway (across from Tokay Avenue), and one unsignalized right-in-right-out (RIRO)
driveway (across from Cherimoya Avenue).
CITRUS AVE S. HIGHLAND AVEBEECH AVE
WALNUT STSR-210 FREEWAYCATAWBA AVEJACARANDA AVE
TOKAY AVE
CHERIMOYA AVE PROJECTSITE = Project Site LEGEND:
Fontana Square Project - 4 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
ANALYSIS SCENARIOS AND METHODOLOGY
Analysis Scenarios
Based on the City of Fontana’s Traffic Impact Analysis (TIA) guidelines, the project will be evaluated
in the morning and evening peak hours for the following conditions:
·Existing Conditions
·Existing Plus Project
·Opening Year 2023 Cumulative
·Opening Year 2023 Cumulative Plus Project
·Horizon Year 2040
·Horizon Year 2040 Plus Project
Intersection Analysis – HCM Methodology
This study includes evaluation of morning and evening peak hour operations at ten existing
intersections located in the City of Fontana.
Peak hour intersection operations at signalized and unsignalized intersections were evaluated using
the methods prescribed in the Highway Capacity Manual (HCM) 2010, consistent with the City of
Fontana TIA Guidelines for VMT and Level of Service Assessment (October 2020).
The City of Fontana’s TIA guidelines require analysis of traffic operations to be based on the vehicular
delay methodologies of the HCM (Transportation Research Board Special Report 209). The City does
not designate a specific software to be used in the analysis, but allows the use of one of several
software packages that are consistent with the HCM methodologies. The intersection analysis for the
proposed project has been accomplished using the Vistro software program and using the specified
input parameters outlined in the City’s TIA guidelines.
Per the HCM Methodology, Level of Service (LOS) for signalized intersections is defined in terms of
average vehicle delay. Specifically, LOS criteria are stated in terms of the average control delay per
vehicle for the peak 15-minute period within the hour analyzed. The average control delay includes
initial deceleration delay, queue move-up time, and final acceleration time in addition to the stop
delay. The tables on the following page provide a description of the operating characteristics of each
Level of Service and define the LOS in terms of average seconds of delay for signalized and
unsignalized intersections.
For unsignalized intersections, the HCM methodology analysis determines the average total delay for
each vehicle making any movement from the stop-controlled minor street, as well as left turns from
the major street. Delay values are calculated based on the relationship between traffic on major street
and the availability of acceptable gaps in the traffic stream through which conflicting traffic
movements can be made.
Fontana Square Project - 5 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
LEVEL OF SERVICE DEFINITIONS
Level of
Service Description
A
No approach phase is fully utilized by traffic and no vehicle waits longer than one red
indication. Typically, the approach appears quite open, turns are made easily and nearly
all drivers find freedom of operation.
B
This service level represents stable operation, where an occasional approach phase is fully
utilized and a substantial number are approaching full use. Many drivers begin to feel
restricted within platoons of vehicles.
C
This level still represents stable operating conditions. Occasionally drivers may have to
wait through more than one red signal indication, and backups may develop behind
turning vehicles. Most drivers feel somewhat restricted but not objectionably S.
D
This level encompasses a zone of increasing restriction, approaching instability at the
intersection. Delays to approaching vehicles may be substantial during short peaks within
the peak period; however, enough cycles with lower demand occur to permit periodic
clearance of developing queues, thus preventing excessive backups.
E
Capacity occurs at the upper end of this service level. It represents the most vehicles that
any particular intersection approach can accommodate. Full utilization of every signal
cycle is seldom attained no matter how great the demand.
F
This level describes forced flow operations at low speeds, where volumes exceed capacity.
These conditions usually result from queues of vehicles backing up from a restriction
downstream. Speeds are reduced substantially and stoppages may occur for short or long
periods of time due to the congestion. In the extreme case, both speed and volume can
drop to zero.
LEVEL OF SERVICE CRITERIA
FOR SIGNALIZED AND UNSIGNALIZED INTERSECTIONS
Level of
Service
Signalized Intersection
(Average delay per vehicle,
in seconds) 1
Unsignalized Intersections
(Average delay per vehicle,
in seconds) 2
A < 10 0 – 10
B > 10 – 20 > 10 – 15
C > 20 – 35 > 15 – 25
D > 35 – 55 > 25 – 35
E > 55 – 80 > 35 – 50
F > 80 > 50
1 Source: Highway Capacity Manual (HCM 6th Edition), Exhibit 18-4.
2 Source: Highway Capacity Manual (HCM 6th Edition), Exhibits 19-1 and 20-2.
Fontana Square Project - 6 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
Roadway Segment Analysis
The roadway segment analysis will address the project’s impact on daily operating conditions on
roadway segments within the project vicinity. Roadway segments are evaluated by comparing the
daily traffic volume to the daily capacity of that segment, to determine the volume-to-capacity (v/c)
ratio. Daily capacity is based on the roadway classification, as shown in the following chart:
CITY OF FONTANA
ROADWAY CAPACITY STANDARDS
Roadway
Classification
Number
of Lanes
Daily Capacity
(Vehicles per day)
Major Highway 6 54,000
Primary Highway 4 36,000
Secondary Highway 4 24,000
Collector Street 2 12,000
Source: Fontana Forward General Plan 2015-2035 Draft EIR
Level of Service Standards and Measure of Significance
The Level of Service standard in the City of Fontana for an intersection is LOS C or better. According
to the City of Fontana’s TIA guidelines, a significant traffic impact would occur when the project
causes the Level of Service to fall below LOS C, or causes the peak hour delay to increase as follows:
CITY OF FONTANA
THRESHOLDS OF SIGNIFICANT IMPACT
With Project LOS Significant Impact Threshold
A/B 10.0 Seconds
C 8.0 Seconds
D 5.0 Seconds
E 3.0 Seconds
F 1.0 Seconds
Fontana Square Project - 7 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
AREA CONDITIONS
Study Area
This traffic study includes documentation of existing conditions, future conditions, and identification
of project-related impacts at the following study locations:
Intersections:
1.Beech Avenue at Highland Avenue
2.Beech Avenue at SR-210 HOV Ramps
3.Catawba Avenue at Highland Avenue
4.Citrus Avenue at SR-210 WB Ramps
5.Citrus Avenue at SR-210 EB Ramps
6.Citrus Avenue at Highland Avenue
7.Citrus Avenue at Walnut Street
D1. Jacaranda Avenue at Highland Avenue
D2. Tokay Avenue at Highland Avenue
D3. Cherimoya Avenue at Highland Avenue
Roadway Segments:
1.Highland Avenue from Beech Avenue to Citrus Avenue
2.Highland Avenue from Citrus Avenue to Oleander Avenue
3.Citrus Avenue from SR-210 EB Ramps to Highland Avenue
4.Citrus Avenue from Highland Avenue to Walnut Street
The study locations were established in consultation with City of Fontana staff through the Scoping
Letter Agreement process. A copy of the approved Scoping Letter Agreement is provided in Appendix
A.
Existing Street System
Regional access to the site is provided primarily by the Ontario Freeway (I-15) and the Foothill
Freeway (SR-210). The I-15 Freeway is located approximately 2.0 miles to the west of the site and
access to the SR-210 Freeway via Citrus Avenue is located approximately 1,000 feet north of the
project site. Other facilities that provide regional access to the site include the San Bernardino
Freeway (SR-10), located approximately 5 miles to the south of the site; and the I-215 Freeway,
located approximately 8 miles to the east of the project site.
Existing lane configurations and intersection controls at the study intersections are shown on Figure
3. A copy of the City of Fontana’s Hierarchy of Streets Plan is provided on Figure 4. The following
provides a description of the roadways surrounding the project site.
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 8 -
3. Catawba Ave
at S. Highland Ave
1. Beech Ave
at S. Highland Ave
2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Ave
at S. Highland Ave
D2. Tokay Ave
at S. Highland Ave
6. Citrus Ave
at S. Highland Ave
LEGEND:
= Turn or Through Lane
= Signal
= Stop Sign
= Study Intersection
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Ave
at S. Highland Ave
Fontana Square Project - 10 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
Beech Avenue – Beech Avenue is a four-lane divided roadway through the study area. The posted
speed limit along Beech Avenue is 40 miles per hour (mph). On-street parking is not allowed on the
roadway. Beech Avenue is designated as a Primary Highway on the City of Fontana Circulation Master
Plan, which would provide four travel lanes with a center median.
Citrus Avenue – Citrus Avenue is a four-lane divided roadway through the study area. The posted
speed limit along Citrus Avenue is 45 mph. On-street parking is not allowed on the roadway. Citrus
Avenue is designated as a Major Highway north of Highland Avenue and a Primary Highway south of
Highland Avenue within the project vicinity.
Highland Avenue – Highland Avenue is a two to four-lane roadway through the study area. The
posted speed limit along Highland Avenue is 45 mph. On-street parking is not allowed on the
roadway. Highland Avenue is designated as a Primary Highway on the City of Fontana Circulation
Master Plan and forms the southern boundary of the site, which would provide access to the site via
a full-movement driveway.
Walnut Avenue – Walnut Avenue is a two-lane divided roadway within the study area. The posted
speed limit along Walnut Avenue is 35 mph, and 25 mph when children are present near Cecilia
Lucero Solorio Elementary School. On-street parking is not allowed on the roadway. Walnut Avenue
is designated as a Modified Secondary Highway on the City of Fontana Circulation Master Plan.
Catawba Avenue – Catawba Avenue is a two-lane undivided roadway within the study area. On-
street parking is not allowed on the roadway. Catawba is not designated on the Fontana Circulation
Master Plan and there is no posted speed limit.
Transit Service
Transit service to the project area is provided via the OmniTrans transit lines, which serve many San
Bernardino cities in the area. Bus stops in the project vicinity are located along Sierra Lakes Parkway,
Walnut Avenue, Baseline Avenue, and Citrus Avenue. A description of the bus routes serving the
project area is provided below.
Route 10 operates between the City of Fontana and the City of San Bernardino, traveling through
Fontana along Citrus Avenue and Walnut Avenue in the project vicinity. Route 10 operates on
weekdays from approximately 5:10 AM to 8:30 PM with approximately 30-minute headways (the
time between bus arrivals), on Saturdays from approximately 6:15 AM to 7:10 PM with
approximately 1-hour headways, and on Sundays from approximately 7:15 AM to 6:10 PM with
approximately 1-hour headways.
Route 67 operates between Chaffey College and Fontana Metrolink Transit Center, traveling along
Baseline Avenue, Citrus Avenue, and Walnut Avenue in the project vicinity. Route 67 operates on
weekdays from approximately 5:55 AM to 8:50 PM with approximately 60-minute headways (the
time between bus arrivals). Route 67 does not operate on weekends.
Fontana Square Project - 11 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
Route 82 operates between the City of Rancho Cucamonga and the City of Fontana, traveling along
Summit Avenue, Citrus Avenue, and Sierra Lakes Parkway in the project vicinity. Route 82 operates
on weekdays from approximately 4:20 AM to 10:00 PM with approximately 1-hour headways, and
on Saturdays and Sundays from approximately 6:15 AM to 7:10 PM with approximately 1-hour
headways.
Existing Traffic Volumes
Due to the current closure of schools and businesses during the COVID-19 pandemic, modifications
to typical traffic count protocol was proposed. Based on information provided by a 3rd party data
collection company, there is recent historical counts for the following intersections:
1.Beech Avenue at Highland Avenue
6.Citrus Avenue at Highland Avenue
An ambient growth rate of two (2) percent per year was applied to this study intersection to develop
existing year 2021 volumes.
New morning and evening peak hour turning movement and daily roadway traffic counts were
collected on a typical weekday. Based on a comparison of historical and new traffic count data, a 36%
COVID adjustment factor was applied to the new traffic counts for the study intersections. Existing
morning and evening peak hour volumes and daily roadway volumes are presented on Figure 5. Peak
hour intersection traffic count worksheets and daily roadway volume worksheets are provided in
Appendix B.
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours using
the analysis procedures and assumptions described previously in this report. The results of the
intersection analysis for Existing Conditions are shown on Table 1. Copies of Existing Conditions
intersection analysis worksheets are provided in Appendix C. Review of this table indicates that all
of the study intersections currently operate at an acceptable LOS.
Daily Roadway Operating Conditions
Roadway Level of Service analysis was conducted based on the roadway capacities presented
previously in this report. The results of the roadway analysis for Existing Conditions are shown on
Table 2. Review of this table indicates that all study roadway segments are currently operating at an
acceptable Level of Service on a daily basis except for the following:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue: LOS F
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 12 -
3. Catawba Ave
at Highland Ave
1. Beech Ave
at Highland Ave
2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
TABLE 1
SUMMARY OF INTERSECTION OPERATION
EXISTING CONDITIONS
Traffic AM Peak Hour PM Peak Hour
Int. #Intersection Control Delay LOS Delay LOS
1 Beech Avenue at Highland Avenue S 23.8 C 27.6 C
2 Beech Avenue at SR-210 HOV Ramps U 16.4 C 15.3 C
3 Catawba Avenue at Highland Avenue U 11.5 B 14.8 B
4 Citrus Avenue at SR-210 WB Ramps S 20.3 C 29.8 C
5 Citrus Avenue at SR-210 EB Ramps S 20.4 C 27.8 C
6 Citrus Avenue at Highland Avenue S 23.6 C 29.7 C
7 Citrus Avenue at Walnut Street S 11.2 B 11.9 B
D1 Jacaranda Avenue at Highland Avenue U 10.4 B 11.6 B
D2 Tokay Avenue at Highland Avenue U 9.4 A 10.0 A
D3 Cherimoya Avenue at Highland Avenue U 9.5 A 10.0 A
Notes:
-Bold values indicate intersections operating at an unacceptable Level of Service
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest
delay) intersection approach.
S = Signalized
U = Unsignalized
Fontana Square Project
Traffic Impact Analysis
- 13 -Kimley-Horn and Associates, Inc.
December 2021
Beech Avenue to Citrus Avenue 3-Lane Primary Highway 7,014 27,000 0.260 A
Citrus Avenue to Oleander Avenue 4-Lane Primary Highway 11,327 36,000 0.315 A
SR-210 EB Ramps to Highland Avenue 4-Lane Primary Highway 36,783 36,000 1.022 F
Highland Avenue to Walnut Avenue 4-Lane Primary Highway 28,628 36,000 0.795 C
Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report
LOS = Level of Service
ADT = Average Daily Traffic
V / C = Volume to Capacity
Existing
ADTSegmentRoadway LOSLOS E
Capacitiy1 Existing Configuration
Highland Avenue
Citrus Avenue
TABLE 2
SUMMARY OF ROADWAY SEGMENT ANALYSIS
EXISTING CONDITIONS
V/C
Fontana Square Project
Traffic Impact Analysis
- 14 -Kimley-Horn and Associates, Inc.
December 2021
Fontana Square Project - 15 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
PROJECT TRAFFIC
Project Trip Generation
Trip generation estimates for the project are based on daily and peak hourly trip generation rates
obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition).
ITE trip generation estimates for the project are based on the trip generation rates for the following
ITE Land Uses: Hotel (Land Use 310); Recreational Community Center (Land Use 495); High-
Turnover (Sit-Down) Restaurant (Land Use 932); and Fast-Food Restaurant w/ Drive-thru (Land Use
934).
Not all trips from the project are anticipated to be new. Some trips are expected to be captured by
the internal land uses, or from the existing flow of traffic passing the site. Internal capture and pass-
by trip reductions were applied to the project based on methodology within the ITE Trip Generation
Handbook (3rd Edition) and the National Cooperative Highway Research Program (NCHRP) 684
Internal Trip Capture Estimation Tool.
Trip generation rates and the resulting trip generation estimates for the Fontana Square Project are
summarized on Table 3. Internal capture worksheets are included in Appendix D.
After applying internal capture and pass-by, the project is estimated to generate 4,573 net new trips
on a daily basis, with 264 net new trips in the morning peak hour, and 259 net new trips in the
evening peak hour.
Trip Distribution and Assignment
Project trip distribution assumptions for the project site were developed taking into account the
proposed site uses, existing travel patterns, and routes to and from the freeway system. Trip
distribution assumptions are shown on Figure 6. Based on the trip distribution and assignment
assumptions, the new trips to be added to the street system by the proposed project were calculated
and are shown on Figure 7.
TABLE 3
SUMMARY OF PROJECT TRIP GENERATION
FONTANA SQUARE PROJECT
Trip Generation Rates 1
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Hotel 310 Room 8.360 0.277 0.193 0.470 0.306 0.294 0.600
Recreational Community Center 495 KSF 28.820 1.162 0.598 1.760 1.086 1.224 2.310
High-Turnover (Sit-Down) Restaurant 932 KSF 112.180 5.467 4.473 9.940 6.057 3.713 9.770
Fast-Food Restaurant w/ Drive-thru 934 KSF 470.950 20.497 19.693 40.190 16.988 15.682 32.670
Trip Generation Estimates
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Hotel (Holiday Inn Express)104 Room 869 29 20 49 32 31 63
Hotel (Staybridge Suites)117 Room 978 32 23 55 36 34 70
Recreational Community Center (Banquet Hall)23.800 KSF 686 28 14 42 26 29 55
High-Turnover (Sit-Down) Restaurant 5.000 KSF 561 27 22 49 30 19 49
Fast-Food Restaurant w/ Drive-thru 3.885 KSF 1,830 80 77 157 66 61 127
Total Before Internal Capture/Pass-by 4,924 196 156 352 190 174 364
Internal Capture (4% Daily; 4% AM; 7% PM)2 -197 -8 -6 -14 -13 -12 -25
Pass-By Reduction for High-Turnover (Sit-Down) Restaraunt - (43% PM)3 -20 0 0 0 -12 -8 -20
Pass-By Reduction for Fast-Food Restaurant w/ Drive-thru - (49% AM; 50% PM)3 -134 -38 -36 -74 -31 -29 -60
Total Net New Project Trips 4,573 150 114 264 134 125 259
1 Source: Institute of Transportation Engineers publication: Trip Generation Manual, 10th Edition
2 See Internal Capture Worksheets
3 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition. The daily pass-by trips shown are the sum of the AM and the PM
pass-by trips.
Fontana Square Project
Traffic Impact Analysis
- 16 -Kimley-Horn and Associates, Inc.
December 2021
CITRUS AVE S. HIGHLAND AVEBEECH AVE
WALNUT STSR-210 FREEWAYCATAWBA AVEJACARANDA AVE
TOKAY AVE
CHERIMOYA AVE PROJECTSITELEGEND:= Study Intersection= Trip Distribution
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 18 -
3. Catawba Ave
at Highland Ave
1. Beech Ave
at Highland Ave
2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
Fontana Square Project - 19 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
EXISTING PLUS PROJECT
Project-related traffic was added to the Existing traffic volumes, and the resulting traffic volumes at
the study locations are shown on Figure 8.
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours for the
Existing Plus Project conditions. The results of the intersection analysis are shown on Table 4.
Review of this table indicates that, with the addition of project traffic, all of the study intersections
would operate at an acceptable Level of Service.
Daily Roadway Operating Conditions
Roadway Level of Service analysis was conducted based on the roadway capacities presented
previously in this report. The results of the roadway analysis for Existing Plus Project conditions are
shown on Table 5. Review of this table indicates that the following study roadway segments would
operate at an unacceptable Level of Service:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue: LOS F
o Citrus Avenue from Highland Avenue to Walnut Avenue: LOS D
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 20 -
3. Catawba Ave
at Highland Ave
1. Beech Aveat Highland Ave 2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
AM Peak Hour PM Peak Hour
Int. #Intersection Traffic
Control Delay LOS Delay LOS Delay LOS Delay LOS
1 Beech Avenue at Highland Avenue S 23.8 C 24.9 C 1.1 No 27.6 C 28.0 C 0.4 No
2 Beech Avenue at SR-210 HOV Ramps U 16.4 C 16.6 C 0.2 No 15.3 C 15.4 C 0.1 No
3 Catawba Avenue at Highland Avenue U 11.5 B 11.0 B -0.5 No 14.8 B 13.7 B -1.1 No
4 Citrus Avenue at SR-210 WB Ramps S 20.3 C 20.7 C 0.4 No 29.8 C 30.4 C 0.6 No
5 Citrus Avenue at SR-210 EB Ramps S 20.4 C 20.7 C 0.3 No 27.8 C 30.9 C 3.1 No
6 Citrus Avenue at Highland Avenue S 23.6 C 25.8 C 2.2 No 29.7 C 31.7 C 2.0 No
7 Citrus Avenue at Walnut Street S 11.2 B 11.6 B 0.4 No 11.9 B 12.3 B 0.4 No
D1 Jacaranda Avenue at Highland Avenue U 10.4 B 12.8 B 2.4 No 11.6 B 19.4 C 7.8 No
D2 Tokay Avenue at Highland Avenue S 9.4 A 11.9 B 2.5 No 10.0 A 9.6 A -0.4 No
D3 Cherimoya Avenue at Highland Avenue U 9.5 A 9.9 A 0.4 No 10.0 A 10.6 B 0.6 No
TABLE 4
SUMMARY OF INTERSECTION OPERATION
EXISTING PLUS PROJECT
Without Project With Project Without Project With Project
Notes:
-Bold values indicate intersections operating at an unacceptable Level of Service
Change
in
Delay
Project-
Related
Effect?
Change
in
Delay
Project-
Related
Effect?
S = Signalized
U = Unsignalized
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.
Fontana Square Project
Traffic Impact Analysis
- 21 -Kimley-Horn and Associates, Inc.
December 2021
Roadway Segment Existing
ADT
Project
ADT
Existing Plus
Project ADT
LOS E
Capacitiy1 V/C LOS
Beech Avenue to Citrus Avenue 7,014 3,431 10,445 27,000 0.387 A
Citrus Avenue to Oleander Avenue 11,327 458 11,785 36,000 0.327 A
SR-210 EB Ramps to Highland Avenue 36,783 2,287 39,070 36,000 1.085 F
Highland Avenue to Walnut Avenue 28,628 686 29,314 36,000 0.814 D
Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report
LOS = Level of Service
ADT = Average Daily Traffic
V / C = Volume to Capacity
TABLE 5
SUMMARY OF ROADWAY SEGMENT ANALYSIS
EXISTING PLUS PROJECT
Citrus Avenue
Highland Avenue
Fontana Square Project
Traffic Impact Analysis
- 22 -Kimley-Horn and Associates, Inc.
December 2021
Fontana Square Project - 23 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
FUTURE CONDITIONS
Opening Year 2023 Cumulative
The Project Opening Year (the year the project would be constructed and occupied) is anticipated to
be Year 2023. Based on consultation with City staff, an ambient growth rate of 2.0% per year to
Opening Year 2023 was applied to existing traffic volumes. Cumulative Project traffic was also added
to Opening Year 2023 volumes and is explained below.
Cumulative Projects
Information about Cumulative Projects in the area was provided by the City of Fontana. Cumulative
Projects consist of any project that has been approved but is not yet constructed/occupied, and
projects that are in various stages of the application and approval process but have not yet been
approved. A summary of Cumulative Projects in the project vicinity and the trip generation
associated with each is provided on Table 6. The locations of the Cumulative Projects are shown on
Figure 9.
Cumulative Projects Trip Generation
Trip generation information for Cumulative Projects was derived either from approved traffic
studies, where available; or developed by Kimley-Horn if approved traffic studies were not available.
Cumulative Projects Trip Distribution and Assignment
Likewise, trip distribution and assignment for the Cumulative Projects were either derived from
approved traffic studies, where available; or were developed by Kimley-Horn if approved traffic
studies were not available. Project information and trip distribution assumptions for Cumulative
Projects are provided in Appendix E.
Ambient growth and Cumulative Project trips were added to existing traffic to develop Opening Year
2023 Cumulative forecasts. The resulting peak hour turning movement volumes at the study
locations are shown in Figure 10.
Trip Generation Estimates
Proj #Description Land Use
Daily In Out Total In Out Total
1 Shady Trails PA 13 & 14 Single-Family Detached Housing 101 DU 953 19 56 75 63 37 100
2 Shady Trail Spa 16 Multifamily Housing (Mid-Rise)139 DU 756 13 37 50 37 24 61
3 Casa Grande Warehouse Warehousing 188.338 KSF 328 25 7 32 10 26 36
4 Sierra/Summit Warehouse Warehousing 92.380 KSF 161 12 4 16 5 13 18
5 Mango Avenue Industrial Warehousing 115.100 KSF 200 15 4 19 6 16 22
6 Sierra Lakes & Mango Convenience Store and Pumps Convenience Market w/ Gasoline Pumps 8 FP 2,580 83 83 166 92 92 184
7 Smile Studio Dental Building Medical-Dental Office Building 3.834 KSF 133 8 2 10 4 10 14
8 Costco Fuel Facility Expansion Gasoline/Service Station 4 FP 688 21 21 42 28 28 56
9 The Retreat Mixed Residential 196 DU 1,638 29 88 117 95 56 151
10 Citrus Crossroads Shopping Center 40.100 KSF 1,514 23 14 37 73 79 152
11 Fontana Hyundai Automobile Sales (New)26.083 KSF 726 36 13 49 25 38 63
Automobile Sales (New)44.625 KSF 1,242 61 23 84 43 65 108
Automated Car Wash 4.150 KSF 677 24 14 38 29 29 58
13 Walnut Village Senior Housing Senior Adult Housing-Detached 93 DU 397 7 15 22 17 11 28
14 Providence II Amendment Single-Family Detached Housing 96 DU 906 18 53 71 60 35 95
15 Kingston Meadow Single-Family Detached Housing 19 DU 179 4 11 15 12 7 19
16 Baseline Apartments Multifamily Housing (Low-Rise)54 DU 395 6 19 25 19 11 30
17 Multi-Family Project Multifamily Housing (Mid-Rise)60 DU 326 6 16 22 16 10 26
18 Mango Villas Single-Family Detached Housing 15 DU 142 3 8 11 9 5 14
19 Almeria Senior Housing Senior Adult Housing-Detached 72 DU 307 6 12 18 13 8 21
20 Single Family Residences Single-Family Detached Housing 5 DU 47 1 3 4 3 2 5
Total Project Trips 14,295 420 503 923 659 602 1,261
TABLE 6
SUMMARY OF CUMULATIVE PROJECTS
Quantity Units AM Peak Hour PM Peak Hour
FONTANA SQUARE PROJECT
DU = Dwelling Unit, KSF = 1,000 square feet, FP = Fueling Position
12 Fontana CDRJ Dealership
Fontana Square Project
Traffic Impact Analysis
- 24 -Kimley-Horn and Associates, Inc.
December 2021
FOOTHILL BLVDBASELINE AVESR-210 FWYI-15 FREEW
A
Y
S. HIGHLAND AVECITRUS AVE
BEECH AVE
ALDER AVE
LOCUST AVE PROJECTSITELEGEND:= Cumulative Project
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 26 -
3. Catawba Ave
at Highland Ave
1. Beech Aveat Highland Ave 2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
Fontana Square Project - 27 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours for the
Opening Year 2023 Cumulative conditions. The results are shown on Table 7. Intersection analysis
worksheets are provided in Appendix C.
Review of this table indicates that, with the addition of ambient growth and cumulative project traffic,
the following study intersections would operate at an unacceptable Level of Service:
o #4 – Citrus Avenue at SR-210 WB Ramps: PM – LOS D
o #5 – Citrus Avenue at SR-210 EB Ramps: PM – LOS D
o #6 – Citrus Avenue at Highland Avenue: PM – LOS D
Daily Roadway Operating Conditions
The results of the roadway analysis for Opening Year 2023 Cumulative conditions are shown on
Table 8. Review of this table indicates that the following study roadway segments would continue to
operate at an unacceptable Level of Service:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue: LOS F
o Citrus Avenue from Highland Avenue to Walnut Avenue: LOS D
TABLE 7
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2023 CUMULATIVE
AM Peak Hour PM Peak Hour
Int. #Intersection Delay LOS Delay LOS
1 Beech Avenue at Highland Avenue 25.7 C 29.2 C
2 Beech Avenue at SR-210 HOV Ramps 18.3 C 17.0 C
3 Catawba Avenue at Highland Avenue 12.1 B 16.0 C
4 Citrus Avenue at SR-210 WB Ramps 22.1 C 42.5 D
5 Citrus Avenue at SR-210 EB Ramps 22.7 C 42.8 D
6 Citrus Avenue at Highland Avenue 26.5 C 47.5 D
7 Citrus Avenue at Walnut Street 12.4 B 13.4 B
D1 Jacaranda Avenue at Highland Avenue 10.8 B 12.2 B
D2 Tokay Avenue at Highland Avenue 9.7 A 10.2 B
D3 Cherimoya Avenue at Highland Avenue 9.7 A 10.3 B
Note:
-Bold values indicate intersections operating at an unacceptable Level of Service
- Delay values for unsignalized intersections represent the average vehicle delay on the worst
(highest delay) intersection approach.
Fontana Square Project
Traffic Impact Analysis
- 28 -Kimley-Horn and Associates, Inc.
December 2021
Roadway Segment Existing
ADT
Opening Year
2023
Base ADT
Cumulative
Projects
Opening Year
2023
Cumulative
ADT
LOS E
Capacitiy1 V/C LOS
Beech Avenue to Citrus Avenue 7,014 7,295 1,200 8,495 27,000 0.315 A
Citrus Avenue to Oleander Avenue 11,327 11,780 2,500 14,280 36,000 0.397 A
SR-210 EB Ramps to Highland Avenue 36,783 38,254 4,000 42,254 36,000 1.174 F
Highland Avenue to Walnut Avenue 28,628 29,773 2,700 32,473 36,000 0.902 D
Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report
LOS = Level of Service
ADT = Average Daily Traffic
V / C = Volume to Capacity
TABLE 8
SUMMARY OF ROADWAY SEGMENT ANALYSIS
OPENING YEAR 2023 CUMULATIVE
Citrus Avenue
Highland Avenue
Fontana Square Project
Traffic Impact Analysis
- 29 -Kimley-Horn and Associates, Inc.
December 2021
Fontana Square Project - 30 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
FUTURE CONDITIONS PLUS PROJECT
Opening Year 2023 Cumulative Plus Project
Project-related traffic was added to the Opening Year 2023 Cumulative traffic volumes, and the
resulting peak hour turning movement volumes at the study intersections are shown on Figure 11.
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours for the
Opening Year 2023 Cumulative Plus Project conditions. The results of the intersection analysis are
shown on Table 9. Copies of intersection analysis worksheets for this scenario are provided in
Appendix C.
Review of this table indicates that, with the addition project traffic, the following study intersections
would continue to operate at an unacceptable Level of Service:
o #4 – Citrus Avenue at SR-210 WB Ramps: PM – LOS D
o #5 – Citrus Avenue at SR-210 EB Ramps: PM – LOS D
o #6 – Citrus Avenue at Highland Avenue: PM – LOS D
Based on the significance thresholds presented earlier in this report, the following intersection would
experience a project-related effect due to the increase in delay caused by the addition of project
traffic:
o D1 – Jacaranda Avenue at Highland Avenue: PM – LOS C
The Level of Service for an unsignalized intersection is reported based on the single approach
movement with the highest delay, which in this case, would be the southbound left-turn for
intersection D1. The traffic on this approach would experience delay during the evening peak hour
while waiting for an acceptable gap in traffic on Highland Avenue. While the side street approach
operates at a deficient Level of Service based on the highest delay movement (southbound left-turn),
the overall intersection delay would be acceptable. Any queuing that occurs on the side street is
contained on the minor intersection approach, would occur only a limited period of time, and would
not impact the progression of traffic on the main arterial. Intersection analysis worksheets are
provided in Appendix C.
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 31 -
3. Catawba Ave
at Highland Ave
1. Beech Ave
at Highland Ave
2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
AM Peak Hour PM Peak Hour
Int. #Intersection Delay LOS Delay LOS Delay LOS Delay LOS
1 Beech Avenue at Highland Avenue 25.7 C 26.6 C 0.9 No 29.2 C 29.6 C 0.4 No
2 Beech Avenue at SR-210 HOV Ramps 18.3 C 18.6 C 0.3 No 17.0 C 17.2 C 0.2 No
3 Catawba Avenue at Highland Avenue 12.1 B 11.3 B -0.8 No 16.0 C 14.8 B -1.2 No
4 Citrus Avenue at SR-210 WB Ramps 22.1 C 22.5 C 0.4 No 42.5 D 44.6 D 2.1 No
5 Citrus Avenue at SR-210 EB Ramps 22.7 C 23.4 C 0.7 No 42.8 D 47.4 D 4.6 No
6 Citrus Avenue at Highland Avenue 26.5 C 29.5 C 3.0 No 47.5 D 49.6 D 2.1 No
7 Citrus Avenue at Walnut Street 12.4 B 12.8 B 0.4 No 13.4 B 13.8 B 0.4 No
D1 Jacaranda Avenue at Highland Avenue 10.8 B 13.6 B 2.8 No 12.2 B 22.6 C 10.4 Yes
D2 Tokay Avenue at Highland Avenue 9.7 A 11.2 B 1.5 No 10.2 B 9.2 A -1.0 No
D3 Cherimoya Avenue at Highland Avenue 9.7 A 10.2 B 0.5 No 10.3 B 10.8 B 0.5 No
Project-
Related
Effect?
Notes:
-Bold values indicate intersections operating at an unacceptable Level of Service
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.
TABLE 9
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2023 CUMULATIVE PLUS PROJECT
Without Project With Project Change
in
Delay
Project-
Related
Effect?
Without Project With Project Change
in
Delay
Fontana Square Project
Traffic Impact Analysis
- 32 -Kimley-Horn and Associates, Inc.
December 2021
Fontana Square Project - 33 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
Daily Roadway Operating Conditions
The results of the roadway analysis for Opening Year 2023 Cumulative Plus Project conditions are
shown on Table 10. Review of this table indicates that the following study roadway segments would
continue to operate at an unacceptable Level of Service:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue: LOS F
o Citrus Avenue from Highland Avenue to Walnut Avenue: LOS E
Recommended Improvements for the roadway segments are presented in the Recommended
Improvements section of this report.
Roadway Segment
Opening Year
2023
Cumulative
ADT
Project ADT
Opening Year
2023 Plus
Project ADT
LOS E
Capacitiy1 V/C LOS
Beech Avenue to Citrus Avenue 8,495 3,431 11,926 36,000 0.331 A
Citrus Avenue to Oleander Avenue 14,280 458 14,738 36,000 0.409 A
SR-210 EB Ramps to Highland Avenue 42,254 2,287 44,541 36,000 1.237 F
Highland Avenue to Walnut Avenue 32,473 686 33,159 36,000 0.921 E
Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report
LOS = Level of Service
ADT = Average Daily Traffic
V / C = Volume to Capacity
TABLE 10
SUMMARY OF ROADWAY SEGMENT ANALYSIS
OPENING YEAR 2023 CUMULATIVE PLUS PROJECT
Citrus Avenue
Highland Avenue
Fontana Square Project
Traffic Impact Analysis
- 34 -Kimley-Horn and Associates, Inc.
December 2021
Fontana Square Project - 35 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
HORIZON YEAR CONDITIONS
Horizon Year 2040
To develop the Horizon Year 2040 intersection turning movement forecasts, the San Bernardino
Transportation Analysis Model (SBTAM) Base Year 2012 and Horizon Year 2040 future traffic
projections were used. The raw forecasts obtained from the model output were post-processed by
determining the annual growth between the base model year and the future model year, and applying
the resulting growth to existing count volumes. The B-Turns analysis worksheets, developed by the
Federal Highway Administration (FHWA), translate the grown volumes into peak hour turning
movements. As a conservative approach, if a turning movement volume produced by this model was
less than Opening Year 2023 volumes for that movement, manual adjustments were made to assure
that all forecast Horizon Year volumes would be equal to or greater than the Opening Year 2023
turning movement volumes. Both SBTAM Model plots and B-Turns analysis worksheets are provided
in Appendix F. The resulting traffic volumes for Horizon Year 2040 condition are shown on Figure
12.
The Horizon Year lane geometries for the study intersections and roadways are assumed to be the
same as Existing conditions, previously shown on Figure 3.
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours for the
Horizon Year 2040 conditions. The results of the intersection analysis are shown on Table 11. Copies
of intersection analysis worksheets for this scenario are provided in Appendix C.
Review of this table indicates that under Horizon Year 2040 conditions, the following study
intersections would operate at an unacceptable Level of Service:
o #2 – Beech Avenue at SR-210 HOV Ramps: PM – LOS D
o #4 – Citrus Avenue at SR-210 WB Ramps: PM – LOS D
o #5 – Citrus Avenue at SR-210 EB Ramps: PM – LOS E
o #6 – Citrus Avenue at Highland Avenue: PM – LOS D
Daily Roadway Operating Conditions
The results of the roadway analysis for Horizon Year 2040 conditions are shown on Table 12. Review
of this table indicates that the following study roadway segments would continue to operate at an
unacceptable Level of Service:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue: LOS F
o Citrus Avenue from Highland Avenue to Walnut Avenue: LOS D
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 36 -
3. Catawba Ave
at Highland Ave
1. Beech Ave
at Highland Ave
2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
TABLE 11
SUMMARY OF INTERSECTION OPERATION
HORIZON YEAR 2040
AM Peak Hour PM Peak Hour
Int. #Intersection Delay LOS Delay LOS
1 Beech Avenue at Highland Avenue 26.2 C 30.6 C
2 Beech Avenue at SR-210 HOV Ramps 24.7 C 25.2 D
3 Catawba Avenue at Highland Avenue 13.1 B 18.4 C
4 Citrus Avenue at SR-210 WB Ramps 23.9 C 35.4 D
5 Citrus Avenue at SR-210 EB Ramps 22.6 C 67.0 E
6 Citrus Avenue at Highland Avenue 27.4 C 48.7 D
7 Citrus Avenue at Walnut Street 13.8 B 16.9 B
D1 Jacaranda Avenue at Highland Avenue 11.1 B 14.5 B
D2 Tokay Avenue at Highland Avenue 9.8 A 11.1 B
D3 Cherimoya Avenue at Highland Avenue 9.8 A 11.2 B
Note:
-Bold values indicate intersections operating at an unacceptable Level of Service
- Delay values for unsignalized intersections represent the average vehicle delay on the worst
(highest delay) intersection approach.
Fontana Square Project
Traffic Impact Analysis
- 37 -Kimley-Horn and Associates, Inc.
December 2021
Roadway Segment Horizon Year
2040 ADT
LOS E
Capacitiy1 V/C LOS
Beech Avenue to Citrus Avenue 16,200 27,000 0.600 A
Citrus Avenue to Oleander Avenue 21,700 36,000 0.603 A
SR-210 EB Ramps to Highland Avenue 42,254 36,000 1.174 F
Highland Avenue to Walnut Avenue 32,473 36,000 0.902 D
Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report
LOS = Level of Service
ADT = Average Daily Traffic
V / C = Volume to Capacity
TABLE 12
SUMMARY OF ROADWAY SEGMENT ANALYSIS
HORIZON YEAR 2040
Citrus Avenue
Highland Avenue
Fontana Square Project
Traffic Impact Analysis
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December 2021
Fontana Square Project - 39 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
Horizon Year 2040 Plus Project
Project-related traffic was added to the Horizon Year 2040 traffic volumes. Horizon Year 2040 Plus
Project peak hour turning movement volumes at study intersections and daily roadway volumes are
shown on Figure 13.
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours for the
Horizon Year 2040 Plus Project conditions. The results of the intersection analysis are shown on
Table 13. Copies of intersection analysis worksheets for this scenario are provided in Appendix C.
Review of this table indicates that, with the addition of project traffic, the following study
intersections would operate at an unacceptable Level of Service:
o #2 – Beech Avenue at SR-210 HOV Ramps: AM – LOS D; PM – LOS D
o #4 – Citrus Avenue at SR-210 WB Ramps: PM – LOS D
o #5 – Citrus Avenue at SR-210 EB Ramps: PM – LOS D
o #6 – Citrus Avenue at Highland Avenue: PM – LOS D
o D1 – Jacaranda Avenue at Highland Avenue: PM – LOS D
Based on the significance thresholds presented earlier in this report, the following intersections
would experience a project-related effect due to the increase in delay caused by the addition of
project traffic:
o D1 – Jacaranda Avenue at Highland Avenue: PM – LOS D
Daily Roadway Operating Conditions
The results of the roadway analysis for Horizon Year 2040 Plus Project conditions are shown on
Table 14. Review of this table indicates that the following study roadway segments would continue
to operate at an unacceptable Level of Service:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue: LOS F
o Citrus Avenue from Highland Avenue to Walnut Avenue: LOS E
Recommended Improvements for the roadway segments are presented in the Recommended
Improvements section of this report.
CITRUS AVES. HIGHLAND AVE
BEECH AVEWALNUT ST
SR-210 FREEWAY
CATAWBA
AVE
JACARANDA AVETOKAY AVECHERIMOYA AVEPROJECT
SITE
- 40 -
3. Catawba Ave
at Highland Ave
1. Beech Ave
at Highland Ave
2. Beech Ave
at SR-210 HOV Ramps
7. Citrus Ave
at Walnut St
4. Citrus Ave
at SR-210 WB Ramps
D1. Jacaranda Aveat Highland Ave D2. Tokay Aveat Highland Ave6. Citrus Aveat Highland Ave
5. Citrus Ave
at SR-210 EB Ramps
D3. Cherimoya Aveat Highland Ave
LEGEND:
= Study Intersection
= Average Daily Traffic
= AM/PM Peak Hour
Turning Movement
Volumes
Volume
AM Peak Hour PM Peak Hour
Int. #Intersection Delay LOS Delay LOS Delay LOS Delay LOS
1 Beech Avenue at Highland Avenue 26.2 C 26.8 C 0.6 No 30.6 C 31.5 C 0.9 No
2 Beech Avenue at SR-210 HOV Ramps 24.7 C 25.3 D 0.6 No 25.2 D 25.7 D 0.5 No
3 Catawba Avenue at Highland Avenue 13.1 B 12.5 B -0.6 No 18.4 C 16.1 C -2.3 No
4 Citrus Avenue at SR-210 WB Ramps 23.9 C 24.3 C 0.4 No 35.4 D 36.6 D 1.2 No
5 Citrus Avenue at SR-210 EB Ramps 22.6 C 23.2 C 0.6 No 67.0 E 67.0 E 0.0 No
6 Citrus Avenue at Highland Avenue 27.4 C 29.4 C 2.0 No 48.7 D 50.5 D 1.8 No
7 Citrus Avenue at Walnut Street 13.8 B 14.2 B 0.4 No 16.9 B 17.2 B 0.3 No
D1 Jacaranda Avenue at Highland Avenue 11.1 B 16.7 C 5.6 No 14.5 B 29.9 D 15.4 Yes
D2 Tokay Avenue at Highland Avenue 9.8 A 10.0 A 0.2 No 11.1 B 8.6 A -2.5 No
D3 Cherimoya Avenue at Highland Avenue 9.8 A 10.3 B 0.5 No 11.2 B 11.8 B 0.6 No
Project-
Related
Effect?
Notes:
-Bold values indicate intersections operating at an unacceptable Level of Service
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.
TABLE 13
SUMMARY OF INTERSECTION OPERATION
HORIZON YEAR 2040 PLUS PROJECT
Without Project With Project Change
in
Delay
Project-
Related
Effect?
Without Project With Project Change
in
Delay
Fontana Square Project
Traffic Impact Analysis
- 41 -Kimley-Horn and Associates, Inc.
December 2021
Roadway Segment Horizon Year
2040 ADT Project ADT
Horizon Year
2040 Plus
Project ADT
LOS E
Capacitiy1 V/C LOS
Beech Avenue to Citrus Avenue 16,200 3,431 19,631 36,000 0.545 A
Citrus Avenue to Oleander Avenue 21,700 458 22,158 36,000 0.616 B
SR-210 EB Ramps to Highland Avenue 42,254 2,287 44,541 36,000 1.237 F
Highland Avenue to Walnut Avenue 32,473 686 33,159 36,000 0.921 E
Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report
LOS = Level of Service
ADT = Average Daily Traffic
V / C = Volume to Capacity
Citrus Avenue
Highland Avenue
TABLE 14
SUMMARY OF ROADWAY SEGMENT ANALYSIS
HORIZON YEAR 2040 PLUS PROJECT
Fontana Square Project
Traffic Impact Analysis
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December 2021
Fontana Square Project - 43 - Kimley-Horn and Associates, Inc.
Traffic Impact Analysis December 2021
SITE ACCESS ANALYSIS
Vehicular access for the project site would be via three driveways on Highland Avenue and one full-
movement driveway on Catawba Avenue. The driveways on Highland Avenue would consist of one
unsignalized full-movement driveway (across from Jacaranda Avenue), one full-movement
signalized driveway (across from Tokay Avenue), and one unsignalized right-in-right-out (RIRO)
driveway (across from Cherimoya Avenue).
STORAGE CAPACITY AT PROJECT DRIVEWAYS
Queue lengths at the project driveways were assessed for the following locations and movements:
·D1 - Jacaranda Avenue at Highland Avenue
o Southbound Left-Turn
o Eastbound Left-Turn
·D2 – Tokay Avenue at Highland Avenue
o Southbound Left-Turn
o Eastbound Left-Turn
·D3 – Cherimoya Avenue at Highland Avenue
o Southbound Right-Turn
A summary of the driveway pocket storage capacity, as well as the 50th and 95th percentile queue
lengths at the locations noted above are shown on Table 15 and Table 16.
As shown in Tables 15 and 16, the 95th percentile queue exceeds the southbound left turn storage
(approximately 2 vehicles) under the Plus Project scenarios during both AM and the PM peak hours.
However, it should be noted that the 95th percentile queue has only a 5 percent probability of
occurring during the peak hours. The 50th percentile queue, or average queue, is likely to be observed
more frequently during the peak hours, and as shown in Tables 15 and 16, the southbound left turn
storage is sufficient to meet average queues. Additionally, the project will provide adequate traffic
control including signage and pavement markings to ensure internal circulation path is kept clear
and is not blocked by turning traffic.
TABLE 15
SUMMARY OF LEFT-TURN POCKET STORAGE CAPACITY - AM PEAK HOUR
FONTANA SQUARE PROJECT
50th
Percentile1
95th
Percentile
50th
Percentile1
95th
Percentile
50th
Percentile1
95th
Percentile
EBL ----1 --1 --1
SBL 40 --2 --2 --3
EBL --21 38 21 38 21 38
SBL 80 68 122 68 122 67 120
Cherimoya Avenue at
Highland Avenue SBR 40 --2 --2 --2
Notes:
1 50th percentile queue not reported for unsignalized intersections
Storage
Capacity
(ft/ln)
Jacaranda Avenue at
Highland Avenue
Tokay Avenue at
Highland Avenue
Intersection Left-Turn
Movement
Existing Plus Project OY Plus Project HY Plus Project
AM Peak Hour Queue Length (ft/ln)
Fontana Square Project
Traffic Impact Analysis
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December 2021
TABLE 16
SUMMARY OF LEFT-TURN POCKET STORAGE CAPACITY - PM PEAK HOUR
FONTANA SQUARE PROJECT
50th
Percentile1
95th
Percentile
50th
Percentile1
95th
Percentile
50th
Percentile1
95th
Percentile
EBL ----1 --1 --1
SBL 40 --7 --8 --11
EBL --18 32 18 32 18 32
SBL 80 67 121 67 121 67 121
Cherimoya Avenue at
Highland Avenue SBR 40 --1 --1 --1
Notes:
Jacaranda Avenue at
Highland Avenue
Tokay Avenue at
Highland Avenue
1 50th percentile queue not reported for unsignalized intersections
Intersection Left-Turn
Movement
Storage
Capacity
(ft/ln)
PM Peak Hour Queue Length (ft/ln)
Existing Plus Project OY Plus Project HY Plus Project
Fontana Square Project
Traffic Impact Analysis
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December 2021
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Traffic Impact Analysis December 2021
TRAFFIC SIGNAL WARRANT ANALYSIS
A signal warrant analysis was conducted based on the 2014 California Manual on Uniform Traffic
Control Devices (CAMUTCD) for the following intersections.
Jacaranda Avenue at Highland Avenue (D1)
The warrant was conducted using Warrant 3 (Peak Hour Warrant) for the following scenarios:
o Opening Year 2023 Cumulative Plus Project
o Horizon Year 2040 Plus Project
Traffic Signal Warrant Analysis worksheets are provided in Appendix G. Under the scenarios noted
above, Warrant 3 was not met for the intersection of Jacaranda Avenue at Highland Avenue (D1).
Beech Avenue at SR-210 HOV Ramps (#2)
The warrant was conducted using Warrant 3 (Peak Hour Warrant) for the following scenarios:
o Horizon Year 2040
o Horizon Year 2040 Plus Project
Traffic Signal Warrant Analysis worksheets are provided in Appendix G. Based on the signal warrant
analysis, Warrant 3 was met during both the AM and PM peak hours under with and without project
Horizon Year scenarios for the intersection of Beech Avenue at SR-210 HOV Ramps (#2).
The CA MUTCD specifically states that, “The satisfaction of a traffic signal warrant or warrants shall
not in itself require the installation of a traffic control signal.” The reference document goes on to
state a number of other factors to take into account when considering a signal for a specific location,
including whether or not a signal would improve the overall safety of the intersection, whether it
would benefit or disrupt progressive traffic flow (in this case, on Beech Avenue), and consideration
of queuing, signal spacing, and overall delay to the main street through movements.
The decision to install a traffic signal should be based on engineering judgment, and not solely upon
satisfying a peak hour warrant. It is recommended that a decision about signalization at the
intersection should be made based on future observations as well as engineering judgment, based on
the factors listed above.
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Traffic Impact Analysis December 2021
IMPROVEMENTS AND RECOMMENDATIONS
Intersection Improvements
Based on the Level of Service standards and significance criteria discussed previously, intersection
improvements are not required at any of the study intersections.
Roadway Improvements
The daily traffic volumes on the segments of Citrus Avenue from SR-210 EB Ramps to Highland
Avenue will exceed the roadway capacity in the Existing conditions. Citrus Avenue is currently a four-
lane divided roadway, with a capacity of 36,000 vehicles per day (vpd). The project is estimated to
add 2,287 vehicles to the segment from SR-210 EB Ramps to Highland Avenue.
Citrus Avenue is designated as a Major Highway (six-lane divided roadway) in the City of Fontana
Circulation General Plan. With this improvement, the daily roadway capacity would be 54,000
vehicles per day, and the segment would provide sufficient capacity.
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Traffic Impact Analysis December 2021
VEHICLE MILES TRAVELED (VMT) ANALYSIS
Introduction
Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires
changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office
of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of
Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR”
Technical Advisory) for evaluating transportation impacts in CEQA and has recommended that
Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. This
analysis was prepared to document the VMT analysis for the Fontana Square Project following the
OPR Technical Advisory (December 2018) and the San Bernardino County Transportation Authority
(SBCTA) Recommended VMT Guidelines.
Vehicle Miles Traveled Screening
This section documents Vehicle Miles Traveled (VMT)/SB 743 considerations for the project. OPR
provides details on appropriate screening thresholds that can be used to identify when a proposed
land use project is anticipated to result in a less-than-significant impact without conducting a more
detailed level analysis. Screening thresholds are broken into the following three steps:
1.Transit Priority Area (TPA) Screening
2.Low VMT Area Screening
3.Low Project Type Screening
4.Project Net Daily Trips Less Than 500 ADT Screening
A land use project needs only meet one of the above screening thresholds to be presumed to
result in not a significant impact under CEQA pursuant to SB 743.
Transit Priority Area (TPA) Screening
As described in the OPR Guidelines, projects located within half mile from an existing major transit
stop or within half of a mile from an existing stop along a high-quality transit corridor can be screened
out. Based on San Bernardino County Transportation Authority (SBCTA) VMT Screening Tool, the
project is not located in a Transit Priority Area (TPA).
The TPA Screening threshold is not met.
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Traffic Impact Analysis December 2021
Low VMT Area Screening
The project is located in a Low VMT (15% below County Average) zone based on SBCTA VMT
Screening tool, as shown in Table 18.
Table 17 – SBCTA VMT Screening Tool Results
Threshold Option Threshold Project % Above
Threshold
Potentially
Significant?
OD VMT per Service
Population 28.2 25.69 -22.63%No
The Low VMT Area Screening threshold is met.
Land Use Type Screening
The OPR and SBCTA VMT Guidelines identify that Project types falling under the screening
criteria include the following:
•K-12 Schools
•Local-serving retail less than 50,000 square feet
•Local parks
•Day care centers
•Local serving gas stations
•Local serving banks
•Local serving hotels (e.g. non-destination hotels)
•Student housing Projects on or adjacent college campuses
•Local-serving assembly uses, Community Institutions
•Local serving community colleges
•Affordable or supportive housing, Assisted living facilities, Senior housing
•Projects generating less than 110 daily vehicle trips
Based on the Project types above, all Project land uses have been identified as having the presumption
of a less-than-significant impact. The proposed Holiday Inn Express Hotel and Staybridge Suites are
expected to operate as local serving hotels. The proposed banquet hall is expected to operate as local
serving assembly use. The proposed 5,000 SF sit-down restaurant and 3,885 SF In-N-Out Burger are
less than 50,000 SF and are expected to operate as local-serving retail. They are not anticipated to lead
to longer trips, thus reducing or maintaining regional VMT.
The Low Project Type Screening threshold is met.
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Traffic Impact Analysis December 2021
Project Net Daily Trips Less Than 500 ADT Screening
Projects that generate fewer than 500 average daily trips (ADT) would not cause a substantial
increase in the total citywide or regional VMT and are therefore presumed to have a less-than-
significant impact on VMT. Based on Table 3 (previously mentioned), the project is estimated to
generate more than 500 average daily trips.
The Project Net Daily Trips Less Than 500 ADT Screening threshold is not met.
Based on the Low VMT Area and Low Project Type Screening criteria, the project may be presumed
to create a less-than-significant transportation impact.
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Traffic Impact Analysis December 2021
DRIVE-THROUGH QUEUING ANALYSIS
City staff has requested that a drive-through queuing analysis be conducted for the proposed project
to evaluate the adequacy of the drive-through lane queuing capacity.
The opening to the drive-through lane would be located at the southeastern corner of the proposed
building, and the drive-through lane would wrap counterclockwise along the east and north sides of
the building. The drive-through would provide two side-by-side entry lanes. After the entry lanes,
the two lanes would merge into a single drive-through lane prior to the order boards and pay and
pick-up window.
There will be approximately 340 feet of total queueing capacity from the drive-through entrance to
the order board and approximately 180 feet from the order board to the pick-up window. This would
provide a total drive-through queue length of approximately 520 feet, for a drive-through queuing
capacity of 24-26 vehicles, assuming 20-22 feet per vehicle, from beginning of the drive-through
lanes to the pick-up window.
Queuing Data Collection
Drive-through (DT) queuing observations were conducted at the following existing drive-through In-
N-Out sites:
·City of Corona: 2305 Compton Avenue
·City of Highland: 28009 Greenspot Road
·City of Thousand Palms: 72265 Varner Road
These sites were selected for queueing data collection because of the following site characteristics
that are similar to the proposed project:
·An In-N-Out restaurant with a drive-through lane
·Located in Southern California
·Located adjacent to or within a larger commercial center
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Traffic Impact Analysis December 2021
The drive-through activity was observed during the following times for the In-N-Out sites on a typical
weekday and weekend:
·Corona Site:
o 11:00 AM – 2:00 PM (lunchtime)
o 4:00 PM – 8:30 PM (commute peak hour/ dinnertime)
·Highland Site:
o 11:00 AM – 2:00 PM (lunchtime)
o 4:00 PM – 8:30 PM (commute peak hour/ dinnertime)
·Thousand Palms Site:
o 11:00 AM – 2:00 PM (lunchtime)
o 4:00 PM – 8:30 PM (commute peak hour/ dinnertime)
A copy of the queuing data collection worksheets is provided in Appendix H.
The results of the observations are summarized in Appendix H for a typical weekday and weekend.
The data summaries in Appendix H present the number of vehicles in the drive-through lane, broken
down into 15-minute periods, based on the observed average queue, 85th percentile queue, and the
peak queue for each of the data collection periods.
Queuing Observations
The queuing activity was observed to vary with an ebb and flow pattern throughout the data
collection periods. The following vehicle movement and queuing observations of the drive-through
operation at the study locations were made:
Corona Site
·The peak 15 minutes during the weekday lunchtime peak was 12:15 PM to 12:30 PM, with
an average queue of 17 vehicles and a peak queue of 24 vehicles.
·The peak 15 minutes during the weekday dinnertime peak was from 6:30 PM to 6:45 PM,
with an average queue of 22 vehicles and a peak queue of 24 vehicles.
·The peak 15 minutes during the weekend lunchtime peak was from 1:30 PM to 1:45 PM,
with an average queue of 23 vehicles and a peak queue of 24 vehicles.
·The peak 15 minutes during the weekend dinnertime peak was from 6:30 PM to 6:45 PM,
with an average queue of 24 vehicles and a peak queue of 25 vehicles.
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Traffic Impact Analysis December 2021
Highland Site
·The peak 15 minutes during the weekday lunchtime peak was from 12:15 PM to 12:30 PM,
with an average queue of 18 vehicles and a peak queue of 21 vehicles.
·The peak 15 minutes during the weekday dinnertime peak was from 6:00 PM to 6:15 PM,
with an average queue of 20 vehicles and a peak queue of 23 vehicles.
·The peak 15 minutes during the weekend lunchtime peak was from 1:45 PM to 2:00 PM,
with an average queue of 20 vehicles and a peak queue of 22 vehicles.
·The peak 15 minutes during the weekend dinnertime peak was from 6:00 PM to 6:15 PM,
with an average queue of 22 vehicles and a peak queue of 23 vehicles.
Thousand Palms Side
·The peak 15 minutes during the weekday lunchtime peak was from 12:45 PM to 1:00 PM,
with an average queue of 18 vehicles and a peak queue of 20 vehicles.
·The peak 15 minutes during the weekday dinnertime peak was from 7:15 PM to 7:30 PM,
with an average queue of 18 vehicles and a peak queue of 20 vehicles.
·The peak 15 minutes during the weekend lunchtime peak was from 1:30 PM to 1:45 PM,
with an average queue of 17 vehicles and a peak queue of 18 vehicles.
·The peak 15 minutes during the weekend dinnertime peak was from 6:45 PM to 7:00 PM,
with an average queue of 18 vehicles and a peak queue of 20 vehicles.
General Observations
·At the In-N-Out sites, spillovers outside the drive-through lane opening were observed to
occur occasionally and to last briefly.
·Some customers were observed to pull into the site; evaluate the wait time, based on the
vehicle queue; and choose to park and go into the building, rather than join the existing queue.
·Based on the drive-through queuing data, the peak observed queue was 25 vehicles. During
peak periods, the proposed site would have a drive-through queuing capacity of 26 vehicles.
Therefore, the proposed capacity would be able to accommodate the expected peak demand.
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Traffic Impact Analysis December 2021
SUMMARY OF FINDINGS AND CONCLUSIONS
·The project is located on the northwest corner of the intersection of Highland Avenue and
Citrus Avenue, in the northern area of the City of Fontana.
·The project consists of the construction of 5 new buildings: Banquet Hall, Holiday Inn Express
Hotel, Staybridge Suites, fast-food restaurant with drive-through, and sit-down restaurant.
·The project is estimated to generate 4,573 net new trips on a daily basis, with 264 net new
trips in the morning peak hour, and 259 net new trips in the evening peak hour.
·The project would not have a project-related effect at any of the study intersections in the
Existing Plus Project scenario.
·The project would have a project-related effect at the following intersection in the Opening
Year 2023 Plus Project scenario:
o D1 – Jacaranda Avenue at Highland Avenue: PM – LOS C
·The project would have a project-related effect at the following intersection in the Horizon
Year 2040 Plus Project scenario:
o D1 – Jacaranda Avenue at Highland Avenue: PM – LOS D
·Under Existing Conditions, all study roadway segments would operate at Level of Service C
or better, except for the following:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue
·Under Opening Year and Horizon Year Conditions, all study roadway segments would operate
at Level of Service C or better, except for the following:
o Citrus Avenue from SR-210 EB Ramps to Highland Avenue
o Citrus Avenue from Highland Avenue to Walnut Avenue
·Based on the storage capacity driveway queuing analysis, the proposed driveways would have
enough capacity to accommodate the expected peak demand.
·Based on the site plan, there is sufficient driveway queuing storage on-site for the
intersection of Jacaranda Avenue at Highland Avenue. It is recommended that the project
driveway queuing be observed to see if there are any driveway queuing concerns when in
operation.
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Traffic Impact Analysis December 2021
·A signal warrant analysis was conducted for the following intersections:
o D1 – Jacaranda Avenue at Highland Avenue
o #2 – Beech Avenue at SR-210 HOV Ramps
·Warrant 3 (Peak Hour Warrant) was not met for the intersection of Jacaranda Avenue at
Highland Avenue (D1).
·Warrant 3 was met during both the AM and PM peak hours under with and without project
Horizon Year scenarios for the intersection of Beech Avenue at SR-210 HOV Ramps (#2).
·The decision to install a traffic signal should be based on engineering judgment, and not solely
upon satisfying a peak hour warrant. It is recommended that a decision about signalization
at the intersection should be made based on future observations as well as engineering
judgment.
·The project would result in a less-than-significant finding under SB 743. Based on the
considerations noted above, the project would not generate new “demand”, but meets existing
demand that would shorten the distance that road users would otherwise travel. Additionally,
the project is located in a low VMT area based on the SBCTA VMT Screening Tool. As such the
project would result in a less-than-significant finding based on the project being a local-
serving use and low VMT area
·Based on the drive-through queuing analysis, the proposed drive-through capacity would be
able to accommodate the expected peak demand.
APPENDIX A
APPROVED SCOPING
AGREEMENT
Exhibit B
SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY
This letter acknowledges the City of Fontana Engineering Department requirements for traffic
impact analysis of the following project. The analysis must follow the SBCT A Congestion Management Plan (CMP) Guidelines Updated 2016.
Case No. MCN20-000083 Related Cases -
SP No.
EIRNo.
GPA No. ---------------------------------------CZ No.
Project Name: Fontana Square -------------------------------------Project Address: Northwest corner of Highland Ave and Citrus Ave
Project Description: Mixed-Use Hotels and Restaurants (See Site Plan-Attachment 1)
Consultant Name: Kimley-Horn and Associates, Inc.
Address: 3880 Lemon Street, Suite 420
Riverside, CA 92501
Telephone: 951-543-9869
Fax:
A.Trip Generation Source:
Developer
ACE Design, LLC
1024 Iron Point Road, Suite 1046
Folsom, CA 95630
702-396-5113
Current GP Land Use Proposed Land Use Vacant General Commercial (C-G)
Current Zoning
Current Trip Generation In AM Trips
PM Trips
0
Internal Trip Allowance Pass-By Trip Allowance
General Commercial (C-G)
0
Out
0 Yes 0 Yes
Total
0
B No No
Proposed Zoning General Commercial (C-G)
Proposed Trip Generation
150
134
In Out
114
125
264
259
( 4% Daily; 4% AM; 7% PM
( See Attachment 2
% Trip Discount) % Trip Discount)
A pass-by trip discount is allowed for appropriate land uses per ITE trip generation handbook 3rd edition. The pass-by trips at adjacent study area intersections and project driveways shall be indicated on a report figure. (Attach table for detailed trip generation)
Total
% B. Trip Geographic Distribution: N 15 % S 20 % E 35 % W 30------(attach exhibit for detailed assignment)
C.Background Traffic
Project Opening & Future Bulld-Out Year. Annual Ambient Growth Rate: 2.0 %
Phase Year(s) _20_23 ______ _
Other area projects to be analyzed: Information regarding Related Projects will be requested from the Planning Department
Model/Forecast methodology Opening Year 2023: Existing+ Growth+ Cumulative Projects+ Project/ Forecast 2040: SBTAM Forecasts
Traffic Impact Analysis Preparation Guide April 2021
ITE 10th Edition (see Attachment 2)
(See Attachment 3)
(See Attachment 4)
Exhibit B -Scoping Agreement -Page 2
D.Study intersections: (NOTE: Subject to revision affer other projects, trip generation and distribution
are determined, or comments from other agencies.)
1.Beech Avenue and Highland Avenue
2.Beech Avenue and 1-21 O HOV Ramps
3.Catawaba Avenue and Highland Avenue
4.Citrus Avenue and 1-21 O WB Ramps
5.Citrus Avenue and 1-210 EB Ramps
6.Citrus Avenue and Highland Avenue
7.Citrus Avenue and Walnut Street
8.Project Driveway along Highland Avenue at Jacaranda Avenue
9.Project Driveway along Highland Avenue at Tokay Avenue
10.Project Driveway along Highland Avenue and Cherimoya Avenue
E.Study Roadway Segments: (NOTE: Subject to revision affer other projects, trip generation and
distribution are determined, or comments from other agencies.)
1 . Citrus Avenue, between S. Highland Avenue and EB Ramps
2.Citrus Avenue, between S. Highland Avenue and Walnut Street
3.S. Highland Avenue, between Citrus Avenue and Oleander Avenue
4.S. Highland Avenue, between Citrus Avenue and Beech Avenue
5.
E.Other Jurisdictional Impacts
6.
7.
8.
9.
10.
Is this project within a City's Sphere of Influence or one-mile radius of City boundaries? 0 Yes D No
If so, name of City Jurisdiction: Caltrans ------------------------------
F.Site Plan (please attach reduced copy) See Attachment 1
G.Specific issues to be addressed in the Study (in addition to the standard analysis describedin the Guideline) (To be filled out by Engineering Department)(NOTE: If the traffic study states that "a traffic signal is warranted" (or "a traffic signal appears to be warranted," or
similar statement) at an existing unsignalized intersection under existing conditions, 8-hour approach traffic volumeinformation must be submitted in addition to the peak hourly turning movement counts for that intersection.)
Pertorm signal warrants and queuing analysis at all project driveways
H.Existing Conditions
Traffic count data must be new or recent. Provide traffic count dates if using other than new counts. Date of counts New TMC and ADT Classification counts will be collected and a COVID-19 factor will be applied based on historical count data.
I.VMT Assessment
Provide VMT screening or assessment per the latest TIA & VMT Guidelines.
NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee.
Recommended by:
Trevor Briggs
Consultant's Representative
Scoping Agreement Submitted on
Revised on -----------
Traffic Impact Analysis Preparation Guide
Approved Scoping Agreement:
7127121
Date City of Fontana Traffic Engineer Date
April 2021
4120121
7127121
SITTING AREA
05
PATIO
FRONT PORCH
PORTE
COCHERE
05POOL
PATIOOUTDOOR3,885 SF
74 indoor seats
1 4
TITLEPROJECTDWG. BY:
DATE:
JOB :
SHEETREVISIONS:CHK. BY:
OF 18
19-03FONTANA SQUARENWC CITRUS & SO. HIGHLAND AVE,FONTANA, CALIFORNIA05/03/2021
HS
MG
2
ATTACHMENT 2
SUMMARY OF PROJECT TRIP GENERATION
FONTANA SQUARE PROJECT
Trip Generation Rates1
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Hotel 310 Room 8.360 0.277 0.193 0.470 0.306 0.294 0.600
Recreational Community Center 495 KSF 28.820 1.162 0.598 1.760 1.086 1.224 2.310
High-Turnover (Sit-Down) Restaurant 932 KSF 112.180 5.467 4.473 9.940 6.057 3.713 9.770
Fast-Food Restaurant w/ Drive-thru 934 KSF 470.950 20.497 19.693 40.190 16.988 15.682 32.670
Trip Generation Estimates
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Hotel (Holiday Inn Express)104 Room 869 29 20 49 32 31 63
Hotel (Staybridge Suites)117 Room 978 32 23 55 36 34 70
Recreational Community Center (Banquet Hall)23.800 KSF 686 28 14 42 26 29 55
High-Turnover (Sit-Down) Restaurant 5.000 KSF 561 27 22 49 30 19 49
Fast-Food Restaurant w/ Drive-thru 3.885 KSF 1,830 80 77 157 66 61 127
Total Before Internal Capture/Pass-by 4,924 196 156 352 190 174 364
Internal Capture (4% Daily; 4% AM; 7% PM)2 -197 -8 -6 -14 -13 -12 -25
Pass-By Reduction for High-Turnover (Sit-Down) Restaraunt - (43% PM)3 -20 0 0 0 -12 -8 -20
Pass-By Reduction for Fast-Food Restaurant w/ Drive-thru - (49% AM; 50% PM)3 -134 -38 -36 -74 -31 -29 -60
Total Net New Project Trips 4,573 150 114 264 134 125 259
1 Source: Institute of Transportation Engineers publication: Trip Generation Manual, 10th Edition
2 See Internal Capture Worksheets
3 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition. The daily pass-by trips shown are the sum of the AM and the PM
pass-by trips.
Fontana - Fontana Square
Kimley-Horn and Associates, Inc.
7/26/2021
Project Name:Organization:
Project Location:Performed By:
Scenario Description:Date:
Analysis Year:Checked By:
Analysis Period:Date:
ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 0
Restaurant 206 107 99
Cinema/Entertainment 0
Residential 0
Hotel 104 61 43
All Other Land Uses2 0
310 168 142
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 0 2
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 0 4 0
Total Entering Exiting Land Use Entering Trips Exiting Trips
All Person-Trips 310 168 142 Office N/A N/A
Internal Capture Percentage 4%4%4%Retail N/A N/A
Restaurant 4%2%
External Vehicle-Trips5 298 162 136 Cinema/Entertainment N/A N/A
External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel 3%9%
NWC of Citrus/Highland in Fontana
AM Street Peak Hour
JPH
7/26/2021
Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1
Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use
2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator.
5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A.
1Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers.
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.
3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual).
4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made
to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete.
Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix*
Destination (To)Origin (From)
Origin (From)Destination (To)
Cinema/Entertainment
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance)
NCHRP 684 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate)
0
0
Cinema/Entertainment
Development Data (For Information Only)
0
0
0
Estimated Vehicle-Trips3Land Use
Fontana Square
Fontana - Fontana Square
Kimley-Horn and Associates, Inc.
7/26/2021
Project Name:Organization:
Project Location:Performed By:
Scenario Description:Date:
Analysis Year:Checked By:
Analysis Period:Date:
ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 0
Restaurant 176 96 80
Cinema/Entertainment 0
Residential 0
Hotel 133 68 65
All Other Land Uses2 0
309 164 145
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 0 6
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 0 5 0
Total Entering Exiting Land Use Entering Trips Exiting Trips
All Person-Trips 309 164 145 Office N/A N/A
Internal Capture Percentage 7%7%8%Retail N/A N/A
Restaurant 5%8%
External Vehicle-Trips5 287 153 134 Cinema/Entertainment N/A N/A
External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel 9%8%
1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers.
2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator.
3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual).
5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P.
Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use
4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be
6Person-Trips
0
0
0
0
Table 4-P: Internal Person-Trip Origin-Destination Matrix*
Origin (From)Destination (To)
Cinema/Entertainment
0
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance)
Origin (From)Destination (To)
Cinema/Entertainment
NCHRP 684 Internal Trip Capture Estimation Tool
Fontana Square
NWC of Citrus/Highland in Fontana JPH
*Indicates computation that has been rounded to the nearest whole number.
Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1
7/26/2021
PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate)
Land Use Development Data (For Information Only)Estimated Vehicle-Trips3
Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
Fontana - Fontana Square Kimley-Horn and Associates, Inc.
7/26/2021
ATTACHMENT 4
PROJECT STUDY AREA AND TRIP DISTRIBUTION
Fontana – Fontana Square Kimley-Horn and Associates, Inc.
7/27/2021
PROJECT SITE PROJECT TRIP DISTRIBUTION
STUDY INTERSECTION PROJECT DRIVEWAY INTERSECTION
STUDY ROADWAY SEGMENT
YY%
5%
20%
10%5%
20%
10% 10%
5%
10%
5%
APPENDIX B
TRAFFIC COUNT
DATA SHEETS
National Data & Surveying Services
Intersection Turning Movement Count
Location:Beech Ave & S Highland AveCity:Fontana Project ID:Control:Signalized Date:
NS/EW Streets:
1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 8 32 10 0 5 27 5 0 7 24 3 0 5 21 5 0 1527:15 AM 4 31 6 0 6 25 3 0 10 23 3 0 6 25 9 0 1517:30 AM 2 36 7 0 3 27 9 0 7 26 0 0 6 28 16 0 1677:45 AM 9 47 10 0 7 42 15 0 17 23 3 0 6 33 9 0 2218:00 AM 6 48 9 0 6 33 10 0 14 23 6 0 4 28 16 0 2038:15 AM 5 54 14 0 9 40 3 0 4 15 6 0 5 23 12 0 1908:30 AM 3 54 7 0 6 35 5 0 6 14 3 0 7 21 9 0 1708:45 AM 4 61 13 0 10 32 4 0 7 22 4 0 7 24 10 0 198
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :41 363 76 0 52 261 54 0 72 170 28 0 46 203 86 0 1452APPROACH %'s :8.54%75.63%15.83%0.00%14.17%71.12%14.71%0.00%26.67%62.96%10.37%0.00%13.73%60.60%25.67%0.00%
PEAK HR :07:45 AM 40 0 0 TOTAL
PEAK HR VOL :23 203 40 0 28 150 33 0 41 75 18 0 22 105 46 0 784
PEAK HR FACTOR :0.639 0.940 0.714 0.000 0.778 0.893 0.550 0.000 0.603 0.815 0.750 0.000 0.786 0.795 0.719 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 5 55 16 0 20 71 12 0 11 51 8 0 12 18 16 0 2954:15 PM 4 63 12 0 19 75 4 0 16 62 15 0 15 29 10 0 3244:30 PM 6 66 20 0 30 64 8 0 15 67 9 0 10 25 8 0 3284:45 PM 8 69 13 0 14 69 11 0 17 68 12 0 17 36 20 0 3545:00 PM 6 100 17 0 14 82 10 0 21 50 11 0 19 28 10 0 3685:15 PM 2 71 15 0 22 79 10 0 23 64 10 0 16 33 18 0 3635:30 PM 8 53 25 0 24 75 15 0 13 72 14 0 15 42 18 0 3745:45 PM 6 82 20 0 22 81 10 0 15 64 20 0 16 27 20 0 383
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :45 559 138 0 165 596 80 0 131 498 99 0 120 238 120 0 2789
APPROACH %'s :6.06%75.34%18.60%0.00%19.62%70.87%9.51%0.00%17.99%68.41%13.60%0.00%25.10%49.79%25.10%0.00%
PEAK HR :05:00 PM 293 0 0 TOTAL
PEAK HR VOL :22 306 77 0 82 317 45 0 72 250 55 0 66 130 66 0 1488
PEAK HR FACTOR :0.688 0.765 0.770 0.000 0.854 0.966 0.750 0.000 0.783 0.868 0.688 0.000 0.868 0.774 0.825 0.000
Data - Totals
Beech Ave Beech Ave S Highland Ave S Highland Ave
0.911 0.824 0.779 0.901
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-030060-0017/29/2021
05:00 PM - 06:00 PM
0.9710.823 0.974 0.952 0.873
07:45 AM - 08:45 AM
0.887
Prepared by National Data & Surveying Services
ID:21-030060-001 Day:
City:Fontana Date:
AM 33 150 28 0 AM
NOON 0 0 0 0 NOON
PM 45 317 82 0 PM
AM NOON PM PM NOON AM
0 2 1 0 0 66 0 46
2 130 0 105
0 0 0 0 1 66 0 22
41 0 72 1 TEV 784 0 1488 0 0 0 0
75 0 250 2 PHF 0.89 0.97
18 0 55 0 0 1 2 0
AM NOON PM PM NOON AM
PM 0 22 306 77 PM
NOON 0 0 0 0 NOON
AM 0 23 203 40 AM
Pedestrians (Crosswalks)
Totals (PM)Totals (PM)
0
190
NORTHBOUND
Beech Ave
Totals (NOON)Totals (NOON)
NONE
409 0 143
Totals (AM)438 Totals (AM)SHighlandAveEASTBOUNDWESTBOUNDSHighlandAve161 0 197
CONTROL
Signalized
0 NONE
05:00 PM - 06:00 PM 444
Beech Ave & S Highland Ave
Peak Hour Turning Movement Count
Beech Ave Thursday
SOUTHBOUND 7/29/2021
4:00 PM - 06:00 PMPEAKHOURS07:45 AM - 08:45 AM 290 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOONPMAMNOONAMPMNOONAMPMNOONPMAM000
000
000000000
000000000
66
130
6655
250
72 453178277306220
0
00
0
0 00000046
105
2218
75
41 3315028402032366
130
6655
250
72 453178277306220
0
00
0
0 00000046
105
2218
75
41 33150284020323
File Name : 06_FON_Beech_210HOV AM
Site Code : 10821597
Start Date : 10/14/2021
Page No : 1
City of Fontana
N/S: Beech Avenue
E/W: SR-210 HOV Ramps
Weather: Clear
Groups Printed- Total Volume
Beech Avenue
Southbound
SR-210 HOV Ramps
Westbound
Beech Avenue
Northbound
SR-210 HOV Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 10 43 18 71 23 0 7 30 23 48 16 87 5 0 4 9 197
07:15 AM 16 62 20 98 29 0 3 32 28 64 15 107 4 0 3 7 244
07:30 AM 12 76 27 115 54 0 7 61 50 95 17 162 4 0 3 7 345
07:45 AM 7 114 19 140 57 1 9 67 47 129 13 189 7 0 7 14 410
Total 45 295 84 424 163 1 26 190 148 336 61 545 20 0 17 37 1196
08:00 AM 7 109 17 133 24 1 15 40 35 170 18 223 8 2 19 29 425
08:15 AM 11 133 8 152 10 0 13 23 17 148 11 176 9 0 17 26 377
08:30 AM 9 97 10 116 4 0 6 10 5 62 9 76 7 0 5 12 214
08:45 AM 6 53 4 63 10 0 4 14 12 51 4 67 3 0 6 9 153
Total 33 392 39 464 48 1 38 87 69 431 42 542 27 2 47 76 1169
Grand Total 78 687 123 888 211 2 64 277 217 767 103 1087 47 2 64 113 2365
Apprch %8.8 77.4 13.9 76.2 0.7 23.1 20 70.6 9.5 41.6 1.8 56.6
Total %3.3 29 5.2 37.5 8.9 0.1 2.7 11.7 9.2 32.4 4.4 46 2 0.1 2.7 4.8
Beech Avenue
Southbound
SR-210 HOV Ramps
Westbound
Beech Avenue
Northbound
SR-210 HOV Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 12 76 27 115 54 0 7 61 50 95 17 162 4 0 3 7 345
07:45 AM 7 114 19 140 57 1 9 67 47 129 13 189 7 0 7 14 410
08:00 AM 7 109 17 133 24 1 15 40 35 170 18 223 8 2 19 29 425
08:15 AM 11 133 8 152 10 0 13 23 17 148 11 176 9 0 17 26 377
Total Volume 37 432 71 540 145 2 44 191 149 542 59 750 28 2 46 76 1557
% App. Total 6.9 80 13.1 75.9 1 23 19.9 72.3 7.9 36.8 2.6 60.5
PHF .771 .812 .657 .888 .636 .500 .733 .713 .745 .797 .819 .841 .778 .250 .605 .655 .916
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_FON_Beech_210HOV AM
Site Code : 10821597
Start Date : 10/14/2021
Page No : 2
City of Fontana
N/S: Beech Avenue
E/W: SR-210 HOV Ramps
Weather: Clear
Beech Avenue SR-210 HOV Ramps SR-210 HOV Ramps Beech Avenue
Right
71
Thru
432
Left
37
InOut Total
614 540 1154 Right44 Thru2 Left145 OutTotalIn98 191 289 Left
149
Thru
542
Right
59
Out TotalIn
623 750 1373 Left28 Thru2 Right46 TotalOutIn222 76 298 Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:30 AM 07:45 AM
+0 mins.7 114 19 140 29 0 3 32 50 95 17 162 7 0 7 14
+15 mins.7 109 17 133 54 0 7 61 47 129 13 189 8 2 19 29
+30 mins.11 133 8 152 57 1 9 67 35 170 18 223 9 0 17 26
+45 mins.9 97 10 116 24 1 15 40 17 148 11 176 7 0 5 12
Total Volume 34 453 54 541 164 2 34 200 149 542 59 750 31 2 48 81
% App. Total 6.3 83.7 10 82 1 17 19.9 72.3 7.9 38.3 2.5 59.3
PHF .773 .852 .711 .890 .719 .500 .567 .746 .745 .797 .819 .841 .861 .250 .632 .698
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_FON_Beech_210HOV PM
Site Code : 10821597
Start Date : 10/14/2021
Page No : 1
City of Fontana
N/S: Beech Avenue
E/W: SR-210 HOV Ramps
Weather: Clear
Groups Printed- Total Volume
Beech Avenue
Southbound
SR-210 HOV Ramps
Westbound
Beech Avenue
Northbound
SR-210 HOV Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 10 97 8 115 20 0 7 27 16 91 27 134 25 5 27 57 333
04:15 PM 12 82 5 99 25 4 12 41 14 83 12 109 20 2 27 49 298
04:30 PM 7 83 10 100 17 0 12 29 27 83 12 122 20 3 26 49 300
04:45 PM 16 106 5 127 17 2 12 31 22 123 18 163 23 5 36 64 385
Total 45 368 28 441 79 6 43 128 79 380 69 528 88 15 116 219 1316
05:00 PM 18 90 4 112 12 1 11 24 27 121 18 166 28 3 26 57 359
05:15 PM 17 85 8 110 20 1 12 33 19 119 15 153 34 4 22 60 356
05:30 PM 9 85 13 107 21 0 18 39 27 111 15 153 29 4 22 55 354
05:45 PM 12 85 6 103 19 0 3 22 15 141 11 167 42 2 31 75 367
Total 56 345 31 432 72 2 44 118 88 492 59 639 133 13 101 247 1436
Grand Total 101 713 59 873 151 8 87 246 167 872 128 1167 221 28 217 466 2752
Apprch %11.6 81.7 6.8 61.4 3.3 35.4 14.3 74.7 11 47.4 6 46.6
Total %3.7 25.9 2.1 31.7 5.5 0.3 3.2 8.9 6.1 31.7 4.7 42.4 8 1 7.9 16.9
Beech Avenue
Southbound
SR-210 HOV Ramps
Westbound
Beech Avenue
Northbound
SR-210 HOV Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 16 106 5 127 17 2 12 31 22 123 18 163 23 5 36 64 385
05:00 PM 18 90 4 112 12 1 11 24 27 121 18 166 28 3 26 57 359
05:15 PM 17 85 8 110 20 1 12 33 19 119 15 153 34 4 22 60 356
05:30 PM 9 85 13 107 21 0 18 39 27 111 15 153 29 4 22 55 354
Total Volume 60 366 30 456 70 4 53 127 95 474 66 635 114 16 106 236 1454
% App. Total 13.2 80.3 6.6 55.1 3.1 41.7 15 74.6 10.4 48.3 6.8 44.9
PHF .833 .863 .577 .898 .833 .500 .736 .814 .880 .963 .917 .956 .838 .800 .736 .922 .944
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_FON_Beech_210HOV PM
Site Code : 10821597
Start Date : 10/14/2021
Page No : 2
City of Fontana
N/S: Beech Avenue
E/W: SR-210 HOV Ramps
Weather: Clear
Beech Avenue SR-210 HOV Ramps SR-210 HOV Ramps Beech Avenue
Right
30
Thru
366
Left
60
InOut Total
641 456 1097 Right53 Thru4 Left70 OutTotalIn142 127 269 Left
95
Thru
474
Right
66
Out TotalIn
542 635 1177 Left114 Thru16 Right106 TotalOutIn129 236 365 Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins.16 106 5 127 20 0 7 27 27 121 18 166 28 3 26 57
+15 mins.18 90 4 112 25 4 12 41 19 119 15 153 34 4 22 60
+30 mins.17 85 8 110 17 0 12 29 27 111 15 153 29 4 22 55
+45 mins.9 85 13 107 17 2 12 31 15 141 11 167 42 2 31 75
Total Volume 60 366 30 456 79 6 43 128 88 492 59 639 133 13 101 247
% App. Total 13.2 80.3 6.6 61.7 4.7 33.6 13.8 77 9.2 53.8 5.3 40.9
PHF .833 .863 .577 .898 .790 .375 .896 .780 .815 .872 .819 .957 .792 .813 .815 .823
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
National Data & Surveying Services
Intersection Turning Movement Count
Location:Catawba Ave & S Highland AveCity:Fontana Project ID:Control:1-Way Stop(SB)Date:
NS/EW Streets:
0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 65 0 0 0 32 1 0 987:15 AM 0 0 0 0 0 0 0 0 0 65 0 0 0 27 1 0 937:30 AM 0 0 0 0 1 0 1 0 0 65 0 0 0 35 0 0 1027:45 AM 0 0 0 0 1 0 0 0 0 58 0 0 0 50 1 0 1108:00 AM 0 0 0 0 1 0 0 0 0 60 0 0 0 29 0 0 908:15 AM 0 0 0 0 1 0 0 0 0 54 0 0 0 41 0 0 968:30 AM 0 0 0 0 1 0 0 0 0 56 0 0 0 30 1 0 888:45 AM 0 0 0 0 3 0 0 0 1 41 0 0 0 36 1 0 82
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 0 0 0 8 0 1 0 1 464 0 0 0 280 5 0 759APPROACH %'s :88.89%0.00%11.11%0.00%0.22%99.78%0.00%0.00%0.00%98.25%1.75%0.00%
PEAK HR :07:00 AM 37 0 0 TOTAL
PEAK HR VOL :0 0 0 0 2 0 1 0 0 253 0 0 0 144 3 0 403
PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.500 0.000 0.250 0.000 0.000 0.973 0.000 0.000 0.000 0.720 0.750 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 0 0 0 0 4 0 1 0 1 97 0 0 0 58 3 0 1644:15 PM 0 0 0 0 1 0 2 0 1 98 0 0 0 71 1 0 1744:30 PM 0 0 0 0 4 0 0 0 1 111 0 0 0 61 3 1 1814:45 PM 0 0 0 0 1 0 1 0 0 99 0 0 0 69 1 0 1715:00 PM 0 0 0 0 2 0 2 0 3 82 0 0 0 81 5 0 1755:15 PM 0 0 0 0 2 0 2 0 3 65 0 0 0 69 1 0 1425:30 PM 0 0 0 0 4 0 1 0 3 116 0 0 0 67 2 0 1935:45 PM 0 0 0 0 1 0 1 0 1 98 0 0 0 90 2 0 193
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 0 0 0 19 0 10 0 13 766 0 0 0 566 18 1 1393
APPROACH %'s :65.52%0.00%34.48%0.00%1.67%98.33%0.00%0.00%0.00%96.75%3.08%0.17%
PEAK HR :05:00 PM 293 0 0 TOTAL
PEAK HR VOL :0 0 0 0 9 0 6 0 10 361 0 0 0 307 10 0 703
PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.563 0.000 0.750 0.000 0.833 0.778 0.000 0.000 0.000 0.853 0.500 0.000
Data - Totals
Catawba Ave Catawba Ave S Highland Ave S Highland Ave
0.375 0.973 0.721
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-030053-0027/27/2021
05:00 PM - 06:00 PM
0.9110.750 0.779 0.861
07:00 AM - 08:00 AM
0.916
Prepared by National Data & Surveying Services
ID:21-030053-002 Day:
City:Fontana Date:
AM 1 0 2 0 AM
NOON 0 0 0 0 NOON
PM 6 0 9 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 10 0 3
1 307 0 144
0 0 0 0 0 0 0 0
0 0 10 0 TEV 403 0 703 0 0 0 0
253 0 361 1 PHF 0.92 0.91
0 0 0 0 0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Totals (PM)Totals (PM)
0
0
NORTHBOUND
Catawba Ave
Totals (NOON)Totals (NOON)
NONE
370 0 255
Totals (AM)0 Totals (AM)SHighlandAveEASTBOUNDWESTBOUNDSHighlandAve145 0 313
CONTROL
1-Way Stop(SB)
0 NONE
05:00 PM - 06:00 PM 20
Catawba Ave & S Highland Ave
Peak Hour Turning Movement Count
Catawba Ave Tuesday
SOUTHBOUND 7/27/2021
4:00 PM - 06:00 PMPEAKHOURS07:00 AM - 08:00 AM 3 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOONPMAMNOONAMPMNOONAMPMNOONPMAM000
000
000000000
000000000
10
307
00
361
10 6090000
0
00
0
0 0000003
144
00
253
0 10200010
307
00
361
10 6090000
0
00
0
0 0000003
144
00
253
0 102000
National Data & Surveying Services
Intersection Turning Movement Count
Location:Citrus Ave & I-210 WB RampsCity:Fontana Project ID:Control:Signalized Date:
NS/EW Streets:
2 2 0 0 0 2 1 0 0 0 0 0 1.5 0.5 1 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 84 81 0 0 0 75 73 0 0 0 0 0 44 0 27 0 3847:15 AM 104 103 0 0 0 89 91 0 0 0 0 0 53 0 36 0 4767:30 AM 99 109 0 0 0 113 89 0 0 0 0 0 64 0 49 0 5237:45 AM 87 126 0 0 0 106 91 0 0 0 0 0 89 0 61 0 5608:00 AM 65 144 0 0 0 127 87 0 0 0 0 0 38 1 41 0 5038:15 AM 69 128 0 0 0 88 84 0 0 0 0 0 60 0 56 0 4858:30 AM 107 150 0 0 0 82 98 0 0 0 0 0 40 0 46 0 5238:45 AM 83 172 0 0 0 122 83 0 0 0 0 0 45 0 59 0 564
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :698 1013 0 0 0 802 696 0 0 0 0 0 433 1 375 0 4018APPROACH %'s :40.79%59.21%0.00%0.00%0.00%53.54%46.46%0.00%53.52%0.12%46.35%0.00%
PEAK HR :08:00 AM 41 0 0 TOTAL
PEAK HR VOL :324 594 0 0 0 419 352 0 0 0 0 0 183 1 202 0 2075
PEAK HR FACTOR :0.757 0.863 0.000 0.000 0.000 0.825 0.898 0.000 0.000 0.000 0.000 0.000 0.763 0.250 0.856 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
2 2 0 0 0 2 1 0 0 0 0 0 1.5 0.5 1 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 65 227 0 0 0 169 77 0 0 0 0 0 72 1 65 0 6764:15 PM 69 218 0 0 0 152 81 0 0 0 0 0 71 1 80 0 6724:30 PM 68 202 0 0 0 165 97 0 0 0 0 0 75 0 55 0 6624:45 PM 66 236 0 0 0 130 89 0 0 0 0 0 79 0 81 0 6815:00 PM 70 241 0 0 0 156 92 0 0 0 0 0 89 0 68 0 7165:15 PM 83 253 0 0 0 142 67 0 0 0 0 0 95 0 71 0 7115:30 PM 72 250 0 0 0 156 107 0 0 0 0 0 93 0 120 0 7985:45 PM 60 310 0 0 0 164 90 0 0 0 0 0 97 1 142 0 864
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :553 1937 0 0 0 1234 700 0 0 0 0 0 671 3 682 0 5780
APPROACH %'s :22.21%77.79%0.00%0.00%0.00%63.81%36.19%0.00%49.48%0.22%50.29%0.00%
PEAK HR :05:00 PM 293 0 0 TOTAL
PEAK HR VOL :285 1054 0 0 0 618 356 0 0 0 0 0 374 1 401 0 3089
PEAK HR FACTOR :0.858 0.850 0.000 0.000 0.000 0.942 0.832 0.000 0.000 0.000 0.000 0.000 0.964 0.250 0.706 0.000
Data - Totals
Citrus Ave Citrus Ave I-210 WB Ramps I-210 WB Ramps
0.893 0.901 0.832
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-030053-0037/27/2021
05:00 PM - 06:00 PM
0.8940.905 0.926 0.808
08:00 AM - 09:00 AM
0.920
Prepared by National Data & Surveying Services
ID:21-030053-003 Day:
City:Fontana Date:
AM 352 419 0 0 AM
NOON 0 0 0 0 NOON
PM 356 618 0 0 PM
AM NOON PM PM NOON AM
1 2 0 0 1 401 0 202
0.5 1 0 1
0 0 0 0 1.5 374 0 183
0 0 0 0 TEV 2075 0 3089 0 0 0 0
0 0 0 0 PHF 0.92 0.89
0 0 0 0 0 2 2 0
AM NOON PM PM NOON AM
PM 0 285 1054 0 PM
NOON 0 0 0 0 NOON
AM 0 324 594 0 AM
Pedestrians (Crosswalks)
Totals (PM)Totals (PM)
0
602
NORTHBOUND
Citrus Ave
Totals (NOON)Totals (NOON)
NONE
0 0 0
Totals (AM)992 Totals (AM)I-210WBRampsEASTBOUNDWESTBOUNDI-210WBRamps677 0 642
CONTROL
Signalized
0 NONE
05:00 PM - 06:00 PM 1455
Citrus Ave & I-210 WB Ramps
Peak Hour Turning Movement Count
Citrus Ave Tuesday
SOUTHBOUND 7/27/2021
4:00 PM - 06:00 PMPEAKHOURS08:00 AM - 09:00 AM 796 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOONPMAMNOONAMPMNOONAMPMNOONPMAM000
000
000000000
000000000
401
1
3740
0
0 3566180010542850
0
00
0
0 000000202
1
1830
0
0 35241900594324401
1
3740
0
0 3566180010542850
0
00
0
0 000000202
1
1830
0
0 35241900594324
National Data & Surveying Services
Intersection Turning Movement Count
Location:Citrus Ave & I-210 EB RampsCity:Fontana Project ID:Control:Signalized Date:
NS/EW Streets:
0 2 0 0 2 2 0 0 1.3 0.3 1.3 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 0 123 79 0 26 93 0 0 49 0 48 0 0 0 0 0 4187:15 AM 0 144 77 0 46 96 0 0 56 0 58 0 0 0 0 0 4777:30 AM 0 155 91 0 45 116 0 0 57 1 73 0 0 0 0 0 5387:45 AM 0 143 95 0 43 164 0 0 66 0 67 0 0 0 0 0 5788:00 AM 0 137 57 0 45 127 0 0 72 1 53 0 0 0 0 0 4928:15 AM 0 144 83 0 35 104 0 0 57 0 57 0 0 0 0 0 4808:30 AM 0 190 75 0 39 90 0 0 67 0 55 0 0 0 0 0 5168:45 AM 0 188 76 0 55 111 0 0 63 3 60 0 0 0 0 0 556
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 1224 633 0 334 901 0 0 487 5 471 0 0 0 0 0 4055APPROACH %'s :0.00%65.91%34.09%0.00%27.04%72.96%0.00%0.00%50.57%0.52%48.91%0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :0 579 326 0 168 511 0 0 252 2 250 0 0 0 0 0 2088
PEAK HR FACTOR :0.000 0.934 0.858 0.000 0.933 0.779 0.000 0.000 0.875 0.500 0.856 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 2 0 0 2 2 0 0 1.3 0.3 1.3 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 0 203 85 0 64 171 0 0 96 0 78 0 0 0 0 0 6974:15 PM 0 187 79 0 56 174 0 0 95 4 54 0 0 0 0 0 6494:30 PM 0 182 100 0 46 187 0 0 92 0 78 0 0 0 0 0 6854:45 PM 0 213 89 0 47 174 0 0 83 1 66 0 0 0 0 0 6735:00 PM 0 207 78 0 51 188 0 0 112 0 80 0 0 0 0 0 7165:15 PM 0 203 85 0 43 191 0 0 125 0 73 0 0 0 0 0 7205:30 PM 0 209 73 0 55 197 0 0 118 2 77 0 0 0 0 0 7315:45 PM 0 222 74 0 47 208 0 2 141 1 84 0 0 0 0 0 779
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 1626 663 0 409 1490 0 2 862 8 590 0 0 0 0 0 5650
APPROACH %'s :0.00%71.04%28.96%0.00%21.51%78.38%0.00%0.11%59.04%0.55%40.41%0.00%
PEAK HR :05:00 PM 293 0 0 TOTAL
PEAK HR VOL :0 841 310 0 196 784 0 2 496 3 314 0 0 0 0 0 2946
PEAK HR FACTOR :0.000 0.947 0.912 0.000 0.891 0.942 0.000 0.250 0.879 0.375 0.935 0.000 0.000 0.000 0.000 0.000
21-030053-0047/27/2021
05:00 PM - 06:00 PM
0.9450.972 0.955 0.899
07:30 AM - 08:30 AM
0.903
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.920 0.820 0.947
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Citrus Ave Citrus Ave I-210 EB Ramps I-210 EB Ramps
Prepared by National Data & Surveying Services
ID:21-030053-004 Day:
City:Fontana Date:
AM 0 511 168 0 AM
NOON 0 0 0 0 NOON
PM 0 784 196 2 PM
AM NOON PM PM NOON AM
0 2 2 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
252 0 496 1.3 TEV 2088 0 2946 0 0 0 0
2 0 3 0.3 PHF 0.90 0.95
250 0 314 1.3 0 0 2 0
AM NOON PM PM NOON AM
PM 0 0 841 310 PM
NOON 0 0 0 0 NOON
AM 0 0 579 326 AM
0 NONE
05:00 PM - 06:00 PM 1339
Citrus Ave & I-210 EB Ramps
Peak Hour Turning Movement Count
Citrus Ave Tuesday
SOUTHBOUND 7/27/2021
4:00 PM - 06:00 PMPEAKHOURS07:30 AM - 08:30 AM 831 7:00 AM - 09:00 AM COUNTPERIODSNONE
509 0 496
Totals (AM)1098 Totals (AM)I-210EBRampsEASTBOUNDWESTBOUNDI-210EBRamps0 0 0
CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM)Totals (PM)
0
761
NORTHBOUND
Citrus Ave
Totals (NOON)Totals (NOON)
NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOONPMAMNOONAMPMNOONAMPMNOONPMAM000
000
000000000
000000000
0
0
0314
3
496 078419631084100
0
00
0
0 0000000
0
0250
2
252 051116832657900
0
0314
3
496 078419631084100
0
00
0
0 0000000
0
0250
2
252 05111683265790
National Data & Surveying Service
Intersection Turning Movement Count
Location:Citrus Ave & S Highland AveCity:Fontana Project ID:Control:Signalized Date:
NS/EW Streets:
1 2 1 0 2 2 1 0 2 2 1 0 1 1 1 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 6 124 5 0 34 101 13 0 50 22 4 0 1 11 24 2 3977:15 AM 4 152 11 0 28 107 15 0 41 27 4 0 6 13 31 0 4397:30 AM 5 155 10 0 43 133 18 0 49 15 8 0 3 12 38 2 4917:45 AM 9 172 7 0 43 157 27 0 46 16 8 0 1 11 29 3 5298:00 AM 5 129 12 0 41 126 20 0 36 22 8 0 5 13 26 1 4448:15 AM 9 145 4 0 31 111 14 0 42 13 5 0 6 16 34 1 4318:30 AM 7 179 5 0 34 103 11 0 47 23 3 0 7 15 41 2 4778:45 AM 5 182 10 0 45 109 12 0 35 19 7 0 8 14 45 2 493
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :50 1238 64 0 299 947 130 0 346 157 47 0 37 105 268 13 3701APPROACH %'s :3.70%91.57%4.73%0.00%21.73%68.82%9.45%0.00%62.91%28.55%8.55%0.00%8.75%24.82%63.36%3.07%
PEAK HR :07:15 AM 38 0 0 TOTAL
PEAK HR VOL :23 608 40 0 155 523 80 0 172 80 28 0 15 49 124 6 1903
PEAK HR FACTOR :0.639 0.884 0.833 0.000 0.901 0.833 0.741 0.000 0.878 0.741 0.875 0.000 0.625 0.942 0.816 0.500
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1 2 1 0 2 2 1 0 2 2 1 0 1 1 1 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 10 167 17 0 56 165 26 0 52 50 12 0 11 26 65 6 6634:15 PM 10 180 14 0 41 161 28 0 44 51 9 0 22 35 45 5 6454:30 PM 12 179 13 0 58 169 26 0 38 70 6 0 17 21 59 3 6714:45 PM 10 207 23 0 49 177 26 0 38 48 15 0 14 33 61 10 7115:00 PM 14 192 19 0 46 176 40 0 34 51 8 0 7 38 55 5 6855:15 PM 8 199 17 0 51 175 42 0 36 29 11 0 8 27 56 7 6665:30 PM 8 163 14 0 52 189 35 0 55 58 10 0 12 24 67 4 6915:45 PM 12 190 21 0 55 181 52 0 34 50 10 0 7 34 68 3 717
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :84 1477 138 0 408 1393 275 0 331 407 81 0 98 238 476 43 5449
APPROACH %'s :4.94%86.93%8.12%0.00%19.65%67.10%13.25%0.00%40.42%49.69%9.89%0.00%11.46%27.84%55.67%5.03%
PEAK HR :05:00 PM 293 0 0 TOTAL
PEAK HR VOL :42 744 71 0 204 721 169 0 159 188 39 0 34 123 246 19 2759
PEAK HR FACTOR :0.750 0.935 0.845 0.000 0.927 0.954 0.813 0.000 0.723 0.810 0.886 0.000 0.708 0.809 0.904 0.679
Data - Totals
Citrus Ave Citrus Ave S Highland Ave S Highland Ave
0.892 0.835 0.972 0.882
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-030053-0057/27/2021
05:00 PM - 06:00 PM
0.9620.952 0.950 0.785 0.942
07:15 AM - 08:15 AM
0.899
Prepared by National Data & Surveying Services
ID:21-030053-005 Day:
City:Fontana Date:
AM 80 523 155 0 AM
NOON 0 0 0 0 NOON
PM 169 721 204 0 PM
AM NOON PM PM NOON AM
1 2 2 0 1 246 0 124
1 123 0 49
0 0 0 0 1 34 0 15
172 0 159 2 TEV 1903 0 2759 0 19 0 6
80 0 188 2 PHF 0.90 0.96
28 0 39 1 0 1 2 1
AM NOON PM PM NOON AM
PM 0 42 744 71 PM
NOON 0 0 0 0 NOON
AM 0 23 608 40 AM
Pedestrians (Crosswalks)
Totals (PM)Totals (PM)
0
566
NORTHBOUND
Citrus Ave
Totals (NOON)Totals (NOON)
NONE
482 0 281
Totals (AM)794 Totals (AM)SHighlandAveEASTBOUNDWESTBOUNDSHighlandAve152 0 334
CONTROL
Signalized
0 NONE
05:00 PM - 06:00 PM 1149
Citrus Ave & S Highland Ave
Peak Hour Turning Movement Count
Citrus Ave Tuesday
SOUTHBOUND 7/27/2021
4:00 PM - 06:00 PMPEAKHOURS07:15 AM - 08:15 AM 904 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOONPMAMNOONAMPMNOONAMPMNOONPMAM000
000
000000000
000000000
246
123
3439
188
159 16972120471744420
0
00
0
0 000000124
49
1528
80
172 805231554060823246
123
3439
188
159 16972120471744420
0
00
0
0 000000124
49
1528
80
172 805231554060823
National Data & Surveying Services
Intersection Turning Movement Count
Location:Citrus Ave & Walnut StCity:Fontana Project ID:Control:Signalized Date:
NS/EW Streets:
1 2 1 0 1 2 0 0 1 1 0 0 1 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 1 118 3 0 1 98 3 0 14 3 6 0 2 3 10 0 2627:15 AM 2 140 1 0 5 125 1 0 16 3 5 0 3 0 4 0 3057:30 AM 2 137 5 0 6 138 7 0 15 2 5 0 4 3 7 0 3317:45 AM 3 129 3 0 1 146 7 0 14 3 5 0 2 1 8 0 3228:00 AM 1 107 7 0 1 124 9 0 13 7 7 0 1 2 6 0 2858:15 AM 3 142 7 0 7 109 10 0 20 6 5 0 3 4 3 0 3198:30 AM 3 147 6 0 5 96 6 0 19 4 4 0 3 4 9 0 3068:45 AM 0 157 9 0 8 133 8 0 15 5 8 0 5 8 5 0 361
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :15 1077 41 0 34 969 51 0 126 33 45 0 23 25 52 0 2491APPROACH %'s :1.32%95.06%3.62%0.00%3.23%91.94%4.84%0.00%61.76%16.18%22.06%0.00%23.00%25.00%52.00%0.00%
PEAK HR :08:00 AM 41 0 0 TOTAL
PEAK HR VOL :7 553 29 0 21 462 33 0 67 22 24 0 12 18 23 0 1271
PEAK HR FACTOR :0.583 0.881 0.806 0.000 0.656 0.868 0.825 0.000 0.838 0.786 0.750 0.000 0.600 0.563 0.639 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1 2 1 0 1 2 0 0 1 1 0 0 1 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 6 140 17 0 9 167 11 0 12 2 3 0 1 5 8 0 3814:15 PM 2 171 10 0 5 179 12 0 20 11 6 0 2 15 6 0 4394:30 PM 3 207 12 0 8 174 14 0 17 9 6 0 5 7 5 0 4674:45 PM 12 228 19 0 9 151 21 0 7 9 6 0 5 3 9 0 4795:00 PM 7 201 17 0 6 189 6 0 11 12 7 0 6 10 5 0 4775:15 PM 10 189 15 0 6 144 23 0 16 12 4 0 9 8 9 0 4455:30 PM 4 227 10 0 6 182 19 0 20 3 10 0 3 8 4 0 4965:45 PM 11 185 11 0 9 166 34 0 13 14 10 0 1 12 9 0 475
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :55 1548 111 0 58 1352 140 0 116 72 52 0 32 68 55 0 3659
APPROACH %'s :3.21%90.32%6.48%0.00%3.74%87.23%9.03%0.00%48.33%30.00%21.67%0.00%20.65%43.87%35.48%0.00%
PEAK HR :04:45 PM 292 0 0 TOTAL
PEAK HR VOL :33 845 61 0 27 666 69 0 54 36 27 0 23 29 27 0 1897
PEAK HR FACTOR :0.688 0.927 0.803 0.000 0.750 0.881 0.750 0.000 0.675 0.750 0.675 0.000 0.639 0.725 0.750 0.000
Data - Totals
Citrus Ave Citrus Ave Walnut St Walnut St
0.887 0.866 0.911 0.736
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-030053-0067/27/2021
04:45 PM - 05:45 PM
0.9560.906 0.920 0.886 0.760
08:00 AM - 09:00 AM
0.880
Prepared by National Data & Surveying Services
ID:21-030053-006 Day:
City:Fontana Date:
AM 33 462 21 0 AM
NOON 0 0 0 0 NOON
PM 69 666 27 0 PM
AM NOON PM PM NOON AM
0 2 1 0 0 27 0 23
1 29 0 18
0 0 0 0 1 23 0 12
67 0 54 1 TEV 1271 0 1897 0 0 0 0
22 0 36 1 PHF 0.88 0.96
24 0 27 0 0 1 2 1
AM NOON PM PM NOON AM
PM 0 33 845 61 PM
NOON 0 0 0 0 NOON
AM 0 7 553 29 AM
Pedestrians (Crosswalks)
Totals (PM)Totals (PM)
0
498
NORTHBOUND
Citrus Ave
Totals (NOON)Totals (NOON)
NONE
124 0 72
Totals (AM)716 Totals (AM)WalnutStEASTBOUNDWESTBOUNDWalnutSt58 0 131
CONTROL
Signalized
0 NONE
04:45 PM - 05:45 PM 926
Citrus Ave & Walnut St
Peak Hour Turning Movement Count
Citrus Ave Tuesday
SOUTHBOUND 7/27/2021
4:00 PM - 06:00 PMPEAKHOURS08:00 AM - 09:00 AM 643 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOONPMAMNOONAMPMNOONAMPMNOONPMAM000
000
000000000
000000000
27
29
2327
36
54 696662761845330
0
00
0
0 00000023
18
1224
22
67 334622129553727
29
2327
36
54 696662761845330
0
00
0
0 00000023
18
1224
22
67 3346221295537
National Data & Surveying Services
Intersection Turning Movement CountLocation:Beech Ave & Highland AveCity:Fontana Project ID:Historical
Control:Signalized Date:
NS/EW Streets:
1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 29 148 14 0 11 105 34 0 31 20 6 0 10 52 24 0 4847:15 AM 17 201 17 0 10 154 53 0 35 32 11 0 14 66 18 0 6287:30 AM 8 100 11 0 9 161 59 0 18 25 14 0 9 87 14 0 5157:45 AM 11 69 10 0 14 108 47 0 17 41 14 0 20 64 13 0 4288:00 AM 5 53 21 0 6 91 25 0 38 79 38 0 20 51 6 0 4338:15 AM 4 52 11 0 4 45 11 0 30 42 28 0 5 32 5 0 2698:30 AM 8 47 8 0 7 44 12 0 11 24 5 0 4 21 8 0 1998:45 AM 9 55 4 0 8 27 10 0 4 14 5 0 9 23 6 0 174
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :91 725 96 0 69 735 251 0 184 277 121 0 91 396 94 0 3130
APPROACH %'s :9.98%79.50%10.53%0.00%6.54%69.67%23.79%0.00%31.62%47.59%20.79%0.00%15.66%68.16%16.18%0.00%
PEAK HR :07:00 AM 37 37 44 07:15 AM TOTAL
PEAK HR VOL :65 518 52 0 44 528 193 0 101 118 45 0 53 269 69 0 2055
PEAK HR FACTOR :0.560 0.644 0.765 0.000 0.786 0.820 0.818 0.000 0.721 0.720 0.804 0.000 0.663 0.773 0.719 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 10 85 14 0 21 98 12 0 21 66 19 0 12 29 11 0 3984:15 PM 13 102 13 0 28 73 17 0 18 71 17 0 11 28 14 0 4054:30 PM 5 97 20 0 28 97 15 0 25 61 14 0 9 35 17 0 423
4:45 PM 5 91 18 0 23 72 17 0 31 64 10 0 19 24 15 0 3895:00 PM 8 97 19 0 19 95 12 0 22 80 21 0 16 30 18 0 4375:15 PM 5 117 19 0 19 97 15 0 19 67 17 0 19 26 16 0 4365:30 PM 3 107 26 0 25 96 27 0 14 77 12 0 16 24 20 0 4475:45 PM 4 93 14 0 26 99 17 0 21 76 19 0 15 21 18 0 423
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :53 789 143 0 189 727 132 0 171 562 129 0 117 217 129 0 3358APPROACH %'s :5.38%80.10%14.52%0.00%18.03%69.37%12.60%0.00%19.84%65.20%14.97%0.00%25.27%46.87%27.86%0.00%
PEAK HR :05:00 PM 293 289 296 05:30 PM TOTAL
PEAK HR VOL :20 414 78 0 89 387 71 0 76 300 69 0 66 101 72 0 1743PEAK HR FACTOR :0.625 0.885 0.750 0.000 0.856 0.977 0.657 0.000 0.864 0.938 0.821 0.000 0.868 0.842 0.900 0.000
0.818
Total
0.9750.904
WESTBOUND
0.934
SOUTHBOUND
0.908 0.924
05:00 PM - 06:00 PM
SOUTHBOUNDPM
AM
07:00 AM - 08:00 AM
NORTHBOUND
0.676
EASTBOUND
2/19/2019
Highland Ave
NORTHBOUND
Highland Ave
0.889
WESTBOUND
Beech Ave Beech Ave
0.835 0.846
EASTBOUND
Prepared by National Data & Surveying Services
ID:Historical Day:
City:Fontana Date:
AM 193 528 44 0 AM
NOON 0 0 0 0 NOON
PM 71 387 89 0 PM
AM NOON PM PM NOON AM
0 2 1 0 0 72 0 69
2 101 0 269
0 0 0 0 1 66 0 53
101 0 76 1 TEV 2055 0 1743 0 0 0 0
118 0 300 2 PHF 0.82 0.97
45 0 69 0 0 1 2 0
AM NOON PM PM NOON AM
PM 0 20 414 78 PM
NOON 0 0 0 0 NOON
AM 0 65 518 52 AM
Peak Hour Turning Movement Count
522
Total Vehicles (PM)Total Vehicles (PM)
Beech Ave & Highland Ave
Tuesday
02/19/2019
CONTROL WESTBOUND07:00 AM - 08:00 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
214 COUNTPERIODSTotal Vehicles (AM)PEAKHOURSTotal Vehicles (AM)
NONE
05:00 PM - 06:00 PM
688
562
0
Signalized
HighlandAveEASTBOUNDBeech Ave
626
0
Beech Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
467
0 HighlandAve07:00 AM - 09:00 AM
NONE
527 0 192
NOONAM PM
00
0000000
0000000
00
000000
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
`NOONPMAMNOONAMPMNOONAMPMNOONPMAM
National Data & Surveying Services
Intersection Turning Movement CountLocation:Beech Ave & Walnut StCity:Fontana Project ID:Historical
Control:4-Way Stop Date:
NS/EW Streets:
1 2 0 0 1 2 0 0 1 1 0 0 1 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 19 152 5 0 9 80 12 0 6 14 3 0 20 37 25 0 3827:15 AM 9 189 2 0 21 145 17 0 8 10 7 0 18 30 32 0 4887:30 AM 16 94 4 0 13 179 15 0 11 9 5 0 14 44 12 0 4167:45 AM 36 74 10 0 8 97 33 0 5 11 20 0 13 22 6 0 3358:00 AM 49 45 5 0 9 95 53 0 23 16 24 0 10 23 10 0 3628:15 AM 7 51 4 0 5 59 9 0 7 10 6 0 7 6 8 0 1798:30 AM 6 42 2 0 6 48 4 0 8 4 4 0 2 4 6 0 1368:45 AM 2 53 3 0 2 35 3 0 6 6 1 0 9 8 9 0 137
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :144 700 35 0 73 738 146 0 74 80 70 0 93 174 108 0 2435
APPROACH %'s :16.38%79.64%3.98%0.00%7.63%77.12%15.26%0.00%33.04%35.71%31.25%0.00%24.80%46.40%28.80%0.00%
PEAK HR :07:00 AM 37 37 44 07:15 AM TOTAL
PEAK HR VOL :80 509 21 0 51 501 77 0 30 44 35 0 65 133 75 0 1621
PEAK HR FACTOR :0.556 0.673 0.525 0.000 0.607 0.700 0.583 0.000 0.682 0.786 0.438 0.000 0.813 0.756 0.586 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1 2 0 0 1 2 0 0 1 1 0 0 1 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 3 89 12 1 21 94 8 1 12 19 13 0 4 17 9 0 3034:15 PM 11 99 7 0 10 79 10 0 17 24 7 0 7 13 12 0 2964:30 PM 7 99 15 0 9 95 7 2 17 22 10 0 1 12 10 0 306
4:45 PM 9 100 13 0 13 78 11 0 21 16 8 0 3 7 6 0 2855:00 PM 7 96 8 0 17 96 13 0 12 14 8 0 5 2 11 0 2895:15 PM 9 119 5 0 18 105 5 0 15 28 7 0 8 8 8 0 3355:30 PM 6 108 10 0 10 90 9 0 16 15 7 0 4 8 6 0 2895:45 PM 6 93 11 0 19 111 7 0 6 24 4 0 4 10 9 0 304
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :58 803 81 1 117 748 70 3 116 162 64 0 36 77 71 0 2407APPROACH %'s :6.15%85.15%8.59%0.11%12.47%79.74%7.46%0.32%33.92%47.37%18.71%0.00%19.57%41.85%38.59%0.00%
PEAK HR :05:00 PM 293 289 296 05:15 PM TOTAL
PEAK HR VOL :28 416 34 0 64 402 34 0 49 81 26 0 21 28 34 0 1217PEAK HR FACTOR :0.778 0.874 0.773 0.000 0.842 0.905 0.654 0.000 0.766 0.723 0.813 0.000 0.656 0.700 0.773 0.000
EASTBOUND
2/19/2019
Walnut St
NORTHBOUND
Walnut St
0.832
WESTBOUND
Beech Ave Beech Ave
0.760 0.757
EASTBOUND
PM
AM
07:00 AM - 08:00 AM
NORTHBOUND
0.763 0.830
Total
0.9080.780
WESTBOUND
0.865
SOUTHBOUND
0.898 0.912
05:00 PM - 06:00 PM
SOUTHBOUND
Prepared by National Data & Surveying Services
ID:Historical Day:
City:Fontana Date:
AM 77 501 51 0 AM
NOON 0 0 0 0 NOON
PM 34 402 64 0 PM
AM NOON PM PM NOON AM
0 2 1 0 0 34 0 75
1 28 0 133
0 0 0 0 1 21 0 65
30 0 49 1 TEV 1621 0 1217 0 0 0 0
44 0 81 1 PHF 0.83 0.91
35 0 26 0 0 1 2 0
AM NOON PM PM NOON AM
PM 0 28 416 34 PM
NOON 0 0 0 0 NOON
AM 0 80 509 21 AM WalnutSt07:00 AM - 09:00 AM
NONE
290 0 90
Beech Ave
601
0
Beech Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
179
0PEAKHOURSTotal Vehicles (AM)
NONE
05:00 PM - 06:00 PM
614
499
0
4-Way Stop
WalnutStEASTBOUNDPeak Hour Turning Movement Count
449
Total Vehicles (PM)Total Vehicles (PM)
Beech Ave & Walnut St
Tuesday
02/19/2019
CONTROL WESTBOUND07:00 AM - 08:00 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
116 COUNTPERIODSTotal Vehicles (AM)
NOONAM PM
00
0000000
0000000
00
000000
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
`NOONPMAMNOONAMPMNOONAMPMNOONPMAM
APPENDIX C
INTERSECTION ANALYSIS
WORKSHEETS
Intersection Analysis Summary
12/6/2021Report File: K:\...\1 EX AM.pdf
Scenario 1 EX AMVistro File: K:\...\Fontana Square AM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A9.50.016NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A9.40.015NB RightHCM 6th
EditionTwo-way stopDriveway 2/Tokay Ave at
Highland Ave9
B10.40.018NB RightHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B11.20.387NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C23.60.632NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C20.40.650SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C20.30.624WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B11.50.005SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C16.40.600NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C23.80.280EB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.280Volume to Capacity (v/c):
CLevel Of Service:
23.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7116134271156351230436131135Total Analysis Volume [veh/h]
184087291613571115789Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
6314330241025645204385427631Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6314330241025645204385427631Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02619026190341103411Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
108.90112.9738.6162.4263.7373.2242.6943.9349.7459.0460.9540.4295th-Percentile Queue Length [ft/ln]
4.364.521.542.502.552.931.711.761.992.362.441.6295th-Percentile Queue Length [veh/ln]
60.5062.7621.4534.6835.4140.6823.7224.4027.6332.8033.8622.4650th-Percentile Queue Length [ft/ln]
2.422.510.861.391.421.630.950.981.111.311.350.9050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDDDDEAADAADLane Group LOS
41.1140.3351.7136.6736.5155.526.886.8453.257.317.2752.45d, Delay for Lane Group [s/veh]
0.600.570.580.320.310.760.120.120.650.160.160.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.052.428.800.830.7313.120.230.2110.480.320.309.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
38.0537.9142.9135.8435.7842.406.656.6342.776.996.9742.94d1, Uniform Delay [s]
188209592202358311081180661107117258c, Capacity [veh/h]
168318701781175118701781175518701781176618701781s, saturation flow rate [veh/h]
0.070.060.020.040.040.040.080.080.020.100.100.02(v / s)_i Volume / Saturation Flow Rate
0.110.110.030.130.130.050.630.630.040.630.630.03g / C, Green / Cycle
10103111145757357573g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.45 7.28 7.31 53.25 6.86 6.88 55.52 36.57 36.67 51.71 40.54 41.11
Movement LOS D A A D A A E D D D D D
d_A, Approach Delay [s/veh]11.17 13.02 42.41 42.12
Approach LOS B B D D
d_I, Intersection Delay [s/veh]23.84
Intersection LOS C
Intersection V/C 0.280
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.483 2.501 2.434 2.443
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]667 667 489 489
d_b, Bicycle Delay [s]20.00 20.00 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 1.895 1.827 1.729 1.779
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.600Volume to Capacity (v/c):
CLevel Of Service:
16.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
48215850231784724064592163Total Analysis Volume [veh/h]
12140131819118101614841Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor
44214546228714323759542149Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
44214546228714323759542149Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
16.37Intersection Delay [s/veh]
CBCCApproach LOS
15.5011.8116.0817.27Approach Delay [s/veh]
51.6215.0771.5275.376.6694.4498.4234.4295th-Percentile Queue Length [ft]
2.060.602.863.010.273.783.941.3895th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.420.170.510.520.080.590.600.32Degree of Utilization, x
494491541525489558547507Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
11.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4214376013Total Analysis Volume [veh/h]
15394001Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.9160Peak Hour Factor
4196344013Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4196344013Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.07d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0011.01d_A, Approach Delay [s/veh]
0.000.000.000.000.500.5095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.020.0295th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.000.000.007.669.4111.55d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.624Volume to Capacity (v/c):
CLevel Of Service:
20.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
268127100041662000878479Total Analysis Volume [veh/h]
6706800010415500220120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor
247124900038357000808441Total Hourly Volume [veh/h]
28000009600000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
275124900047957000808441Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000031005221Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
252.41116.53116.49233.50154.68101.45221.0895th-Percentile Queue Length [ft/ln]
10.104.664.669.346.194.068.8495th-Percentile Queue Length [veh/ln]
151.4964.7464.72137.3985.9456.36128.2350th-Percentile Queue Length [ft/ln]
6.062.592.595.503.442.255.1350th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
DCCBBADLane Group LOS
40.7531.8731.8717.3513.905.3640.47d, Delay for Lane Group [s/veh]
0.840.380.380.520.350.350.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
6.090.670.672.390.530.383.81d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.500.11k, delay calibration
34.6631.2031.2014.9613.374.9836.66d1, Uniform Delay [s]
31835635680217962533561c, Capacity [veh/h]
1589178217811589356035603459s, saturation flow rate [veh/h]
0.170.080.080.260.170.250.14(v / s)_i Volume / Saturation Flow Rate
0.200.200.200.510.510.710.16g / C, Green / Cycle
18181845456415g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.47 5.36 0.00 0.00 13.90 17.35 0.00 0.00 0.00 31.87 31.87 40.75
Movement LOS D A B B C C D
d_A, Approach Delay [s/veh]17.75 15.29 0.00 36.27
Approach LOS B B A D
d_I, Intersection Delay [s/veh]20.29
Intersection LOS C
Intersection V/C 0.624
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.200 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 600 0 756
d_b, Bicycle Delay [s]9.80 22.05 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 2.679 2.494 4.132 2.497
Bicycle LOS B B D B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.650Volume to Capacity (v/c):
CLevel Of Service:
20.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000339338007702523928720Total Analysis Volume [veh/h]
00085195019263982180Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.90300.90300.90301.00000.90300.90300.90300.90301.0000Peak Hour Factor
000306334306952283547870Total Hourly Volume [veh/h]
00034000008900Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000340334306952284437870Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000340056130430Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
221.26228.09234.1574.76124.87301.30282.8995th-Percentile Queue Length [ft/ln]
8.859.129.372.994.9912.0511.3295th-Percentile Queue Length [veh/ln]
128.36133.39137.8641.5469.37188.67174.5550th-Percentile Queue Length [ft/ln]
5.135.345.511.662.777.556.9850th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADBBLane Group LOS
40.3839.7539.254.4743.8615.0513.46d, Delay for Lane Group [s/veh]
0.800.790.780.300.780.630.57X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.094.534.100.294.003.062.14d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.500.50k, delay calibration
35.2935.2235.154.1839.8511.9911.32d1, Uniform Delay [s]
28830632226003259981107c, Capacity [veh/h]
1589169017813560345916851870s, saturation flow rate [veh/h]
0.140.140.140.220.070.370.34(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.730.090.590.59g / C, Green / Cycle
1616166685353g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 13.90 15.05 43.86 4.47 0.00 39.43 39.75 40.19 0.00 0.00 0.00
Movement LOS B B D A D D D
d_A, Approach Delay [s/veh]14.26 14.18 39.77 0.00
Approach LOS B B D A
d_I, Intersection Delay [s/veh]20.36
Intersection LOS C
Intersection V/C 0.650
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.365 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 1156 667 0
d_b, Bicycle Delay [s]14.45 8.02 20.00 45.00
I_b,int, Bicycle LOS Score for Intersection 2.676 2.403 2.807 4.132
Bicycle LOS B B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.632Volume to Capacity (v/c):
CLevel Of Service:
23.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1887532421212601217912356092034Total Analysis Volume [veh/h]
471981130653019859152309Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.8990Peak Hour Factor
1696729381092341097112115482731Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1696729381092341097112115482731Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03314033140331402910Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
190.8464.5836.3232.1546.13128.4048.99183.75116.1027.53248.6638.8595th-Percentile Queue Length [ft/ln]
7.632.581.451.291.855.141.967.354.641.109.951.5595th-Percentile Queue Length [veh/ln]
106.2935.8820.1817.8625.6371.3427.21102.0964.5015.29148.6821.5850th-Percentile Queue Length [ft/ln]
4.251.440.810.711.032.851.094.082.580.615.950.8650th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDBBDBBDLane Group LOS
44.3834.8651.4629.0529.2143.5710.2612.4243.7012.3216.8752.21d, Delay for Lane Group [s/veh]
0.820.280.560.130.160.780.140.410.750.080.530.59X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.020.558.500.170.103.880.330.633.720.191.149.25d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
37.3534.3142.9528.8829.1139.699.9311.7939.9812.1215.7342.96d1, Uniform Delay [s]
230270573337463358721953311780174858c, Capacity [veh/h]
158918701781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.120.040.020.030.030.080.080.220.070.040.260.02(v / s)_i Volume / Saturation Flow Rate
0.140.140.030.210.210.100.550.550.090.490.490.03g / C, Green / Cycle
13133191994949844443g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.21 16.87 12.32 43.70 12.42 10.26 43.57 29.21 29.05 51.46 34.86 44.38
Movement LOS D B B D B B D C C D C D
d_A, Approach Delay [s/veh]17.78 18.60 38.02 42.72
Approach LOS B B D D
d_I, Intersection Delay [s/veh]23.64
Intersection LOS C
Intersection V/C 0.632
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.912 3.121 2.732 2.509
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 644 644 644
d_b, Bicycle Delay [s]23.47 20.67 20.67 20.67
I_b,int, Bicycle LOS Score for Intersection 2.396 2.506 1.909 2.046
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.387Volume to Capacity (v/c):
BLevel Of Service:
11.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
352718383410351714334485511Total Analysis Volume [veh/h]
9759926131788112143Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
31241633309145628293975210Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
31241633309145628293975210Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
030003000284101932Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
53.5516.5262.62101.9995.5497.4937.8210.03118.9814.3395th-Percentile Queue Length [ft/ln]
2.140.662.504.083.823.901.510.404.760.5795th-Percentile Queue Length [veh/ln]
29.759.1834.7956.6653.0854.1621.015.5766.107.9650th-Percentile Queue Length [ft/ln]
1.190.371.392.272.122.170.840.222.640.3250th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAADAAELane Group LOS
33.6637.6133.9541.235.835.8152.354.866.5356.64d, Delay for Lane Group [s/veh]
0.230.090.270.480.300.300.590.040.350.45X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.440.180.531.690.600.589.350.070.4112.58d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
33.2237.4233.4139.535.235.2343.004.786.1244.05d1, Uniform Delay [s]
26620526821312721302561078241624c, Capacity [veh/h]
1701132817111340182718701781158935601781s, saturation flow rate [veh/h]
0.040.010.040.080.210.210.020.030.240.01(v / s)_i Volume / Saturation Flow Rate
0.160.160.160.160.700.700.030.680.680.01g / C, Green / Cycle
141414146363361611g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]56.64 6.53 4.86 52.35 5.82 5.83 41.23 33.95 33.95 37.61 33.66 33.66
Movement LOS E A A D A A D C C D C C
d_A, Approach Delay [s/veh]7.06 7.74 38.23 34.55
Approach LOS A A D C
d_I, Intersection Delay [s/veh]11.24
Intersection LOS B
Intersection V/C 0.387
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.889 2.972 2.042 2.014
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 533 578 578
d_b, Bicycle Delay [s]31.25 24.20 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.310 2.218 1.848 1.692
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.018Volume to Capacity (v/c):
BLevel Of Service:
10.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveJacaranda AveName
Intersection Setup
000Pedestrian Volume [ped/h]
21130365120Total Analysis Volume [veh/h]
53109130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
20030347110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20030347110Base Volume Input [veh/h]
Highland AveHighland AveJacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.25d_I, Intersection Delay [s/veh]
AABApproach LOS
0.110.0010.39d_A, Approach Delay [s/veh]
0.190.190.000.001.351.3595th-Percentile Queue Length [ft/ln]
0.010.010.000.000.050.0595th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.008.020.000.0010.3912.69d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.015Volume to Capacity (v/c):
ALevel Of Service:
9.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.00100.000.000.000.00Exit Pocket Length [ft]
001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
010000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveTokay AveName
Intersection Setup
000Pedestrian Volume [ped/h]
21440377120Total Analysis Volume [veh/h]
53109430Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
20340358110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20340358110Base Volume Input [veh/h]
Highland AveHighland AveTokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.24d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.150.009.45d_A, Approach Delay [s/veh]
0.000.260.000.001.111.1195th-Percentile Queue Length [ft/ln]
0.000.010.000.000.040.0495th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.008.070.000.009.4512.21d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.016Volume to Capacity (v/c):
ALevel Of Service:
9.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveCherimoya AveName
Intersection Setup
000Pedestrian Volume [ped/h]
21800388130Total Analysis Volume [veh/h]
54009730Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95001.00000.95000.95000.95001.0000Peak Hour Factor
20700369120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20700369120Base Volume Input [veh/h]
Highland AveHighland AveCherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.20d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.000.009.49d_A, Approach Delay [s/veh]
0.000.000.000.001.220.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.050.0095th-Percentile Queue Length [veh/ln]
AAAAMovement LOS
0.000.000.000.009.490.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\1 EX PM.pdf
Scenario 1 EX PMVistro File: K:\...\Fontana Square PM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.00.011NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A10.00.010NB RightHCM 6th
EditionTwo-way stopDriveway 2/Tokay Ave at
Highland Ave9
B11.60.013NB RightHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B11.90.481NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C29.70.806NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C27.80.847SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C29.80.873WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B14.80.034SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C15.30.543NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C27.60.468NB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.468Volume to Capacity (v/c):
CLevel Of Service:
27.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
9318293773501016344411510842831Total Analysis Volume [veh/h]
2346231988251611129271078Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.9710Peak Hour Factor
901779075340986143111210541630Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
901779075340986143111210541630Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02614038260261202612Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
122.26130.05102.71202.96209.41109.04101.01104.52126.00125.75132.4135.8995th-Percentile Queue Length [ft/ln]
4.895.204.118.128.384.364.044.185.045.035.301.4495th-Percentile Queue Length [veh/ln]
67.9272.2557.06115.02119.7060.5856.1258.0770.0069.8673.5619.9450th-Percentile Queue Length [ft/ln]
2.722.892.284.604.792.422.242.322.802.792.940.8050th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
DDDDDDAADBBDLane Group LOS
38.2237.6851.6742.7642.0649.769.919.8850.2612.6512.5652.22d, Delay for Lane Group [s/veh]
0.570.540.780.800.790.770.240.240.800.280.280.57X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.131.7210.355.695.068.870.550.529.630.780.719.16d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
36.0835.9541.3237.0737.0040.909.369.3540.6311.8711.8543.05d1, Uniform Delay [s]
2342631202602771321032107914491798454c, Capacity [veh/h]
166418701781175518701781179018701781174218701781s, saturation flow rate [veh/h]
0.080.080.050.120.120.060.140.140.060.150.150.02(v / s)_i Volume / Saturation Flow Rate
0.140.140.070.150.150.070.580.580.080.530.530.03g / C, Green / Cycle
13136131375252747473g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.22 12.59 12.65 50.26 9.89 9.91 49.76 42.32 42.76 51.67 37.79 38.22
Movement LOS D B B D A A D D D D D D
d_A, Approach Delay [s/veh]14.77 17.36 43.81 41.41
Approach LOS B B D D
d_I, Intersection Delay [s/veh]27.60
Intersection LOS C
Intersection V/C 0.468
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.608 2.625 2.537 2.577
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 756 489
d_b, Bicycle Delay [s]25.69 25.69 17.42 25.69
I_b,int, Bicycle LOS Score for Intersection 2.027 2.073 1.995 1.863
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.543Volume to Capacity (v/c):
CLevel Of Service:
15.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
5647411217121323886470502101Total Analysis Volume [veh/h]
1411928430897161712625Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor
534701061611430366606647495Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
534701061611430366606647495Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
15.28Intersection Delay [s/veh]
BCBCApproach LOS
12.8916.2314.1316.24Approach Delay [s/veh]
27.0264.8148.9550.1411.6176.9180.5919.1995th-Percentile Queue Length [ft]
1.082.591.962.010.463.083.220.7795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.270.480.410.410.140.530.540.21Degree of Utilization, x
497519516508474541527490Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.034Volume to Capacity (v/c):
BLevel Of Service:
14.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1545953915913Total Analysis Volume [veh/h]
4115135423Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91100.91100.91100.91100.91100.9110Peak Hour Factor
1441849114812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1441849114812Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.40d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.2313.40d_A, Approach Delay [s/veh]
0.000.000.001.053.843.8495th-Percentile Queue Length [ft/ln]
0.000.000.000.040.150.1595th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.008.3611.4514.75d_M, Delay for Movement [s/veh]
0.000.000.010.010.020.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.873Volume to Capacity (v/c):
CLevel Of Service:
29.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
5481569000433940001603434Total Analysis Volume [veh/h]
137014200010823500401109Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89400.89400.89401.00001.00001.00000.89400.89401.00001.00000.89400.8940Peak Hour Factor
4901509000387840001433388Total Hourly Volume [veh/h]
55000009700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5451509000484840001433388Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000032005220Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
514.77199.07199.08351.05341.71456.83204.7995th-Percentile Queue Length [ft/ln]
20.597.967.9614.0413.6718.278.1995th-Percentile Queue Length [veh/ln]
359.33112.21112.21227.40220.07311.99116.3450th-Percentile Queue Length [ft/ln]
14.374.494.499.108.8012.484.6550th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoCritical Lane Group
DCCDCCDLane Group LOS
49.4422.0322.0336.1929.9521.0540.81d, Delay for Lane Group [s/veh]
0.940.440.440.780.750.830.84X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
21.790.460.4610.154.214.153.64d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.390.110.110.500.500.500.11k, delay calibration
27.6521.5721.5726.0425.7516.9037.17d1, Uniform Delay [s]
58165165155812501943519c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.340.160.160.270.260.450.13(v / s)_i Volume / Saturation Flow Rate
0.370.370.370.350.350.550.15g / C, Green / Cycle
33333332324913g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.81 21.05 0.00 0.00 29.95 36.19 0.00 0.00 0.00 22.03 22.03 49.44
Movement LOS D C C D C C D
d_A, Approach Delay [s/veh]25.26 31.92 0.00 35.47
Approach LOS C C A D
d_I, Intersection Delay [s/veh]29.80
Intersection LOS C
Intersection V/C 0.873
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.187 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 622 0 756
d_b, Bicycle Delay [s]9.80 21.36 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 3.240 2.772 4.132 3.495
Bicycle LOS C C D C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.847Volume to Capacity (v/c):
CLevel Of Service:
27.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00040647140112828535812110Total Analysis Volume [veh/h]
0001021179028271893030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.94500.94500.94501.00000.94500.94500.94500.94501.0000Peak Hour Factor
00038446750106626933811440Total Hourly Volume [veh/h]
00043000008400Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00042746750106626942211440Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000280062120500Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
360.63323.16320.91198.11156.98534.21484.3595th-Percentile Queue Length [ft/ln]
14.4312.9312.847.926.2821.3719.3795th-Percentile Queue Length [veh/ln]
234.94205.59203.84111.5287.21375.35334.4050th-Percentile Queue Length [ft/ln]
9.408.228.154.463.4915.0113.3850th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADCCLane Group LOS
47.3637.4636.928.7252.5330.6725.23d, Delay for Lane Group [s/veh]
0.910.820.810.490.930.870.81X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
15.056.115.660.7311.8211.587.26d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.240.180.180.500.110.500.50k, delay calibration
32.3031.3531.277.9940.7119.0817.97d1, Uniform Delay [s]
4124574622321307897970c, Capacity [veh/h]
1589176417813560345917311870s, saturation flow rate [veh/h]
0.240.210.210.320.080.450.42(v / s)_i Volume / Saturation Flow Rate
0.260.260.260.650.090.520.52g / C, Green / Cycle
2323235984747g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 27.14 30.67 52.53 8.72 0.00 37.18 37.46 46.59 0.00 0.00 0.00
Movement LOS C C D A D D D
d_A, Approach Delay [s/veh]27.95 17.55 40.58 0.00
Approach LOS C B D A
d_I, Intersection Delay [s/veh]27.83
Intersection LOS C
Intersection V/C 0.847
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.478 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1022 1289 533 0
d_b, Bicycle Delay [s]10.76 5.69 24.20 45.00
I_b,int, Bicycle LOS Score for Intersection 2.923 2.725 3.485 4.132
Bicycle LOS C B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.806Volume to Capacity (v/c):
CLevel Of Service:
29.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
34817475552662252391020288101105259Total Analysis Volume [veh/h]
87431914675660255722526315Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor
335167725325621623098127797101257Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
335167725325621623098127797101257Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03316030130341303110Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
319.71135.0983.6637.9494.87111.43141.17308.58145.1661.03362.9069.5295th-Percentile Queue Length [ft/ln]
12.795.403.351.523.794.465.6512.345.812.4414.522.7895th-Percentile Queue Length [veh/ln]
202.9075.0546.4821.0852.7161.9078.43194.2880.6433.90236.7438.6250th-Percentile Queue Length [ft/ln]
8.123.001.860.842.112.483.147.773.231.369.471.5450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDBCDBCELane Group LOS
44.7628.7652.1724.5825.6643.9217.5121.3344.9918.4427.6856.61d, Delay for Lane Group [s/veh]
0.890.380.740.130.270.750.340.640.830.160.760.76X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
11.970.5210.350.130.153.781.282.005.230.563.9114.04d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.200.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
32.8028.2441.8224.4525.5140.1516.2319.3339.7617.8823.7742.57d1, Uniform Delay [s]
3904591014389823007101589346620138978c, Capacity [veh/h]
158918701781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.220.090.040.030.070.070.150.290.080.060.300.03(v / s)_i Volume / Saturation Flow Rate
0.250.250.060.280.280.090.450.450.100.390.390.04g / C, Green / Cycle
22225252584040935354g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]56.61 27.68 18.44 44.99 21.33 17.51 43.92 25.66 24.58 52.17 28.76 44.76
Movement LOS E C B D C B D C C D C D
d_A, Approach Delay [s/veh]28.32 25.15 33.08 41.03
Approach LOS C C C D
d_I, Intersection Delay [s/veh]29.67
Intersection LOS C
Intersection V/C 0.806
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.030 3.258 2.808 2.668
Crosswalk LOS C C C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 667 578 644
d_b, Bicycle Delay [s]22.05 20.00 22.76 20.67
I_b,int, Bicycle LOS Score for Intersection 2.560 2.836 2.010 2.545
Bicycle LOS B C B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.481Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
394132395176989483987120247Total Analysis Volume [veh/h]
1010810131925237102230012Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor
373931374973949063783114945Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373931374973949063783114945Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
03000300019905141Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
71.0830.6580.5275.64158.15162.8344.7919.73186.1754.0995th-Percentile Queue Length [ft/ln]
2.841.233.223.036.336.511.790.797.452.1695th-Percentile Queue Length [veh/ln]
39.4917.0344.7342.0287.8690.4624.8810.96103.4330.0550th-Percentile Queue Length [ft/ln]
1.580.681.791.683.513.621.000.444.141.2050th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
DDDDAADAADLane Group LOS
35.1140.0335.4241.967.427.3853.104.857.4253.86d, Delay for Lane Group [s/veh]
0.320.180.350.410.420.420.630.080.490.68X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.720.490.841.471.041.0110.220.140.7111.15d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
34.3939.5434.5840.496.386.3842.884.706.7142.71d1, Uniform Delay [s]
25217725418412331275621090244169c, Capacity [veh/h]
1722130617371318180918701781158935601781s, saturation flow rate [veh/h]
0.050.020.050.060.280.280.020.050.340.03(v / s)_i Volume / Saturation Flow Rate
0.150.150.150.150.680.680.030.690.690.04g / C, Green / Cycle
131313136161362623g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.86 7.42 4.85 53.10 7.40 7.42 41.96 35.42 35.42 40.03 35.11 35.11
Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh]8.89 9.04 38.41 36.51
Approach LOS A A D D
d_I, Intersection Delay [s/veh]11.91
Intersection LOS B
Intersection V/C 0.481
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.074 3.112 2.075 2.051
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1044 333 578 578
d_b, Bicycle Delay [s]10.27 31.25 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.662 2.455 1.834 1.744
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.013Volume to Capacity (v/c):
BLevel Of Service:
11.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveJacaranda AveName
Intersection Setup
000Pedestrian Volume [ped/h]
45412052970Total Analysis Volume [veh/h]
1133013220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
43111050370Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43111050370Base Volume Input [veh/h]
Highland AveHighland AveJacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.18d_I, Intersection Delay [s/veh]
AABApproach LOS
0.220.0011.63d_A, Approach Delay [s/veh]
0.880.880.000.000.970.9795th-Percentile Queue Length [ft/ln]
0.040.040.000.000.040.0495th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.008.510.000.0011.6318.78d_M, Delay for Movement [s/veh]
0.000.010.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.010Volume to Capacity (v/c):
ALevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.00100.000.000.000.00Exit Pocket Length [ft]
001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
010000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveTokay AveName
Intersection Setup
000Pedestrian Volume [ped/h]
46513053770Total Analysis Volume [veh/h]
1163013420Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
44212051070Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
44212051070Base Volume Input [veh/h]
Highland AveHighland AveTokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.18d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.230.009.98d_A, Approach Delay [s/veh]
0.000.960.000.000.730.7395th-Percentile Queue Length [ft/ln]
0.000.040.000.000.030.0395th-Percentile Queue Length [veh/ln]
AAAAACMovement LOS
0.008.550.000.009.9816.28d_M, Delay for Movement [s/veh]
0.000.010.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.011Volume to Capacity (v/c):
BLevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveCherimoya AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4780054480Total Analysis Volume [veh/h]
1190013620Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95001.00000.95000.95000.95001.0000Peak Hour Factor
4540051780Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4540051780Base Volume Input [veh/h]
Highland AveHighland AveCherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.08d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.02d_A, Approach Delay [s/veh]
0.000.000.000.000.840.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.030.0095th-Percentile Queue Length [veh/ln]
AAABMovement LOS
0.000.000.000.0010.020.00d_M, Delay for Movement [s/veh]
0.000.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 1: 1 EX PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\2 EX WP AM.pdf
Scenario 2 EX WP AMVistro File: K:\...\Fontana Square AM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A9.90.018NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
B11.90.190WB LeftHCM 6th
EditionSignalizedDriveway 2/Tokay Ave at
Highland Ave9
B12.80.019SB LeftHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B11.60.398NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C25.80.653NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C20.70.677SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C20.70.632WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B11.00.005SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C16.60.607NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C24.90.300EB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.300Volume to Capacity (v/c):
CLevel Of Service:
24.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7816853271236351230518731135Total Analysis Volume [veh/h]
1942137311613571322789Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
6914947241095645204457727631Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
66170700072300Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6314330241025645204385427631Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02619026190341103411Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
116.24121.2761.1967.2168.5673.2242.6943.9659.7064.3067.2540.4295th-Percentile Queue Length [ft/ln]
4.654.852.452.692.742.931.711.762.392.572.691.6295th-Percentile Queue Length [veh/ln]
64.5867.3733.9937.3438.0940.6823.7224.4233.1735.7237.3622.4650th-Percentile Queue Length [ft/ln]
2.582.691.361.491.521.630.950.981.331.431.490.9050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDDDDEAADAADLane Group LOS
41.7640.8754.4537.7137.5355.526.886.8554.807.557.5052.45d, Delay for Lane Group [s/veh]
0.640.600.710.360.350.760.120.120.710.180.180.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.552.8011.861.070.9513.120.230.2112.140.360.339.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
38.2138.0742.5936.6536.5942.406.656.6442.677.197.1742.94d1, Uniform Delay [s]
188209742052188311081180721080116658c, Capacity [veh/h]
167718701781175718701781175518701781173318701781s, saturation flow rate [veh/h]
0.070.070.030.040.040.040.080.080.030.110.110.02(v / s)_i Volume / Saturation Flow Rate
0.110.110.040.120.120.050.630.630.040.620.620.03g / C, Green / Cycle
10104101045757456563g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.45 7.51 7.55 54.80 6.86 6.88 55.52 37.60 37.71 54.45 41.09 41.76
Movement LOS D A A D A A E D D D D D
d_A, Approach Delay [s/veh]11.15 14.23 42.92 43.63
Approach LOS B B D D
d_I, Intersection Delay [s/veh]24.86
Intersection LOS C
Intersection V/C 0.300
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.495 2.505 2.438 2.465
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]667 667 489 489
d_b, Bicycle Delay [s]20.00 20.00 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 1.917 1.834 1.735 1.806
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.607Volume to Capacity (v/c):
CLevel Of Service:
16.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
48215850231784794064598163Total Analysis Volume [veh/h]
12140131819120101615041Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor
44214546228714393759548149Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000070060Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
44214546228714323759542149Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
16.58Intersection Delay [s/veh]
CBCCApproach LOS
15.5711.8516.3117.52Approach Delay [s/veh]
51.8915.1373.5177.446.6896.70100.7634.5395th-Percentile Queue Length [ft]
2.080.612.943.100.273.874.031.3895th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.420.170.520.530.080.590.610.32Degree of Utilization, x
492490539524488557545506Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
11.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4246416013Total Analysis Volume [veh/h]
161104001Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.9160Peak Hour Factor
4225381013Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02937000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4196344013Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.06d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.51d_A, Approach Delay [s/veh]
0.000.000.000.000.460.4695th-Percentile Queue Length [ft/ln]
0.000.000.000.000.020.0295th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.000.000.007.749.0211.01d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.632Volume to Capacity (v/c):
CLevel Of Service:
20.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
268130300041663700890504Total Analysis Volume [veh/h]
6707600010415900223126Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor
247127900038358600819464Total Hourly Volume [veh/h]
28000009600000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0030000016001123Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
275124900047957000808441Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000031005221Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
251.87131.59131.55237.42163.15103.81230.3495th-Percentile Queue Length [ft/ln]
10.075.265.269.506.534.159.2195th-Percentile Queue Length [veh/ln]
151.0873.1073.08140.3090.6457.67135.0550th-Percentile Queue Length [ft/ln]
6.042.922.925.613.632.315.4050th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
DCCBBADLane Group LOS
40.5432.2532.2517.8914.415.4140.38d, Delay for Lane Group [s/veh]
0.840.430.430.530.360.350.86X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.950.800.802.500.570.393.98d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.500.11k, delay calibration
34.5931.4431.4415.3913.845.0336.41d1, Uniform Delay [s]
31935735779117712530583c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.170.090.090.260.180.250.15(v / s)_i Volume / Saturation Flow Rate
0.200.200.200.500.500.710.17g / C, Green / Cycle
18181845456415g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.38 5.41 0.00 0.00 14.41 17.89 0.00 0.00 0.00 32.25 32.25 40.54
Movement LOS D A B B C C D
d_A, Approach Delay [s/veh]18.05 15.79 0.00 36.13
Approach LOS B B A D
d_I, Intersection Delay [s/veh]20.69
Intersection LOS C
Intersection V/C 0.632
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.212 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 600 0 756
d_b, Bicycle Delay [s]9.80 22.05 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 2.710 2.508 4.132 2.550
Bicycle LOS B B D B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.677Volume to Capacity (v/c):
CLevel Of Service:
20.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000369338008212524139090Total Analysis Volume [veh/h]
000921950205631032270Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.90300.90300.90301.00000.90300.90300.90300.90301.0000Peak Hour Factor
000333334307412283738210Total Hourly Volume [veh/h]
00037000009300Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0003000046023340Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000340334306952284437870Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000340056130430Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
228.48233.92240.0585.89124.83329.34307.0795th-Percentile Queue Length [ft/ln]
9.149.369.603.444.9913.1712.2895th-Percentile Queue Length [veh/ln]
133.67137.70142.2547.7269.35210.40193.1250th-Percentile Queue Length [ft/ln]
5.355.515.691.912.778.427.7250th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADBBLane Group LOS
39.7939.1638.534.8543.8416.5014.56d, Delay for Lane Group [s/veh]
0.800.790.780.320.780.670.61X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.924.383.850.333.993.672.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.500.50k, delay calibration
34.8734.7834.684.5239.8512.8412.06d1, Uniform Delay [s]
30131733725713259831091c, Capacity [veh/h]
1589167817813560345916841870s, saturation flow rate [veh/h]
0.150.150.150.230.070.390.35(v / s)_i Volume / Saturation Flow Rate
0.190.190.190.720.090.580.58g / C, Green / Cycle
1717176585353g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 15.09 16.50 43.84 4.85 0.00 38.73 39.16 39.58 0.00 0.00 0.00
Movement LOS B B D A D D D
d_A, Approach Delay [s/veh]15.53 14.00 39.14 0.00
Approach LOS B B D A
d_I, Intersection Delay [s/veh]20.65
Intersection LOS C
Intersection V/C 0.677
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.378 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 1156 667 0
d_b, Bicycle Delay [s]14.45 8.02 20.00 45.00
I_b,int, Bicycle LOS Score for Intersection 2.727 2.445 2.861 4.132
Bicycle LOS B B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.653Volume to Capacity (v/c):
CLevel Of Service:
25.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1889232751383462247782305889885Total Analysis Volume [veh/h]
4723819348656194581422421Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.8990Peak Hour Factor
1698329671243112016992075280776Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0001242016-12-4-2-2022Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
016017115776000023Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1696729381092341097112115482731Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03314033140331402910Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
190.7538.4336.3257.4051.67180.11111.73201.61113.6427.51249.2195.5495th-Percentile Queue Length [ft/ln]
7.631.541.452.302.077.204.478.064.551.109.973.8295th-Percentile Queue Length [veh/ln]
106.2321.3520.1831.8928.71100.0662.07114.0463.1315.28149.0853.0850th-Percentile Queue Length [ft/ln]
4.250.850.811.281.154.002.484.562.530.615.962.1250th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDBBDBBDLane Group LOS
44.3333.9651.4628.7428.3047.3013.6814.8543.7412.9317.5853.11d, Delay for Lane Group [s/veh]
0.820.180.560.210.170.900.280.430.750.080.530.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
6.990.168.500.290.107.790.860.763.700.201.1811.45d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
37.3433.8042.9528.4528.2039.5112.8214.0940.0412.7316.4141.66d1, Uniform Delay [s]
2305155735679738480317993067601701109c, Capacity [veh/h]
158935601781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.120.030.020.050.040.100.140.220.070.040.250.05(v / s)_i Volume / Saturation Flow Rate
0.140.140.030.220.220.110.510.510.090.480.480.06g / C, Green / Cycle
131332020104646843435g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.11 17.58 12.93 43.74 14.85 13.68 47.30 28.30 28.74 51.46 33.96 44.33
Movement LOS D B B D B B D C C D C D
d_A, Approach Delay [s/veh]20.22 20.03 40.12 42.00
Approach LOS C C D D
d_I, Intersection Delay [s/veh]25.85
Intersection LOS C
Intersection V/C 0.653
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.924 3.152 2.902 2.634
Crosswalk LOS C C C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 644 644 644
d_b, Bicycle Delay [s]23.47 20.67 20.67 20.67
I_b,int, Bicycle LOS Score for Intersection 2.418 2.576 2.021 1.817
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.398Volume to Capacity (v/c):
BLevel Of Service:
11.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
432718383410351726404487311Total Analysis Volume [veh/h]
117599261318210112183Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
38241633309145639353976810Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
70000001160160Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
31241633309145628293975210Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
030003000284101932Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
60.3316.4362.07102.29100.74102.7945.5510.54128.8214.2095th-Percentile Queue Length [ft/ln]
2.410.662.484.094.034.111.820.425.150.5795th-Percentile Queue Length [veh/ln]
33.519.1334.4856.8355.9757.1125.305.8671.577.8950th-Percentile Queue Length [ft/ln]
1.340.371.382.272.242.281.010.232.860.3250th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAADAAELane Group LOS
33.5437.3833.5641.516.046.0252.455.126.9455.93d, Delay for Lane Group [s/veh]
0.260.090.260.490.300.300.630.040.370.44X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.500.180.501.780.620.619.660.070.4411.90d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
33.0537.2033.0739.735.425.4142.795.056.5044.03d1, Uniform Delay [s]
27220927521012641293641065238525c, Capacity [veh/h]
1687132817111330182718701781158935601781s, saturation flow rate [veh/h]
0.040.010.040.080.210.210.020.030.250.01(v / s)_i Volume / Saturation Flow Rate
0.160.160.160.160.690.690.040.670.670.01g / C, Green / Cycle
151515156262360601g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.93 6.94 5.12 52.45 6.03 6.04 41.51 33.56 33.56 37.38 33.54 33.54
Movement LOS E A A D A A D C C D C C
d_A, Approach Delay [s/veh]7.43 8.30 38.24 34.33
Approach LOS A A D C
d_I, Intersection Delay [s/veh]11.65
Intersection LOS B
Intersection V/C 0.398
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.897 2.985 2.042 2.020
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 533 578 578
d_b, Bicycle Delay [s]31.25 24.20 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.325 2.234 1.848 1.705
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.019Volume to Capacity (v/c):
BLevel Of Service:
12.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000001000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 1Jacaranda AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
212373039864091200Total Analysis Volume [veh/h]
55910992102300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
202253037864091100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
202500316409000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
02003034700001100Base Volume Input [veh/h]
Highland AveHighland AveDriveway 1Jacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.49d_I, Intersection Delay [s/veh]
AABAApproach LOS
0.090.1211.689.52d_A, Approach Delay [s/veh]
0.000.100.190.000.000.351.811.811.811.131.131.1395th-Percentile Queue Length [ft/ln]
0.000.000.010.000.000.010.070.070.070.050.050.0595th-Percentile Queue Length [veh/ln]
AAAAAAABBABBMovement LOS
0.000.008.120.000.007.779.1714.7112.809.5214.7513.55d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.000.000.000.020.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.190Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 2Tokay AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4725140386331101181200Total Analysis Volume [veh/h]
1263109783029300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
4523840367311001121100Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0000000036000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
45350093110076000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
02034035800001100Base Volume Input [veh/h]
Highland AveHighland AveDriveway 2Tokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0100010001700140Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
032270201504300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
26.1426.696.7028.5728.5737.9110.14121.7110.9995th-Percentile Queue Length [ft/ln]
1.051.070.271.141.141.520.414.870.4495th-Percentile Queue Length [veh/ln]
14.5214.833.7215.8715.8721.065.6367.626.1150th-Percentile Queue Length [ft/ln]
0.580.590.150.630.630.840.232.700.2450th-Percentile Queue Length [veh/ln]
NoNoYesNoYesNoNoYesNoCritical Lane Group
AAEAADDDDLane Group LOS
3.813.7966.843.253.2552.5536.2742.3536.24d, Delay for Lane Group [s/veh]
0.110.110.390.140.140.590.060.610.06X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.180.1722.260.200.209.530.163.110.11d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.11k, delay calibration
3.633.6244.583.053.0543.0236.1139.2536.13d1, Uniform Delay [s]
12881361101409140956171193211c, Capacity [veh/h]
177018701781187018701781158914021589s, saturation flow rate [veh/h]
0.080.080.000.100.100.020.010.080.01(v / s)_i Volume / Saturation Flow Rate
0.730.730.010.750.750.030.110.110.11g / C, Green / Cycle
6666068683101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLCCLCLCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.24 36.24 36.24 42.35 36.27 36.27 52.55 3.25 3.25 66.84 3.80 3.81
Movement LOS D D D D D D D A A E A A
d_A, Approach Delay [s/veh]36.24 41.84 7.13 4.63
Approach LOS D D A A
d_I, Intersection Delay [s/veh]11.86
Intersection LOS B
Intersection V/C 0.190
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 1.723 1.998 2.620 2.708
Crosswalk LOS A A B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 867 356 622
d_b, Bicycle Delay [s]14.45 14.45 30.42 21.36
I_b,int, Bicycle LOS Score for Intersection 1.579 1.772 1.905 1.809
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.018Volume to Capacity (v/c):
ALevel Of Service:
9.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 3Cherimoya AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
9328600516016001300Total Analysis Volume [veh/h]
2372001290400300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95001.00000.95000.95001.00000.95001.00001.00000.95001.00001.0000Peak Hour Factor
8827200490015001200Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
38000360000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
5065008501500000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
02070036900001200Base Volume Input [veh/h]
Highland AveHighland AveDriveway 3Cherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.30d_I, Intersection Delay [s/veh]
AAAAApproach LOS
0.000.009.489.95d_A, Approach Delay [s/veh]
0.000.000.000.000.000.001.490.000.001.340.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.060.000.000.050.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
0.000.000.000.000.000.009.480.000.009.950.000.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.000.020.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\2 EX WP PM.pdf
Scenario 2 EX WP PMVistro File: K:\...\Fontana Square PM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.60.012NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A9.60.249WB LeftHCM 6th
EditionSignalizedDriveway 2/Tokay Ave at
Highland Ave9
C19.40.074SB LeftHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B12.30.490SB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C31.70.827NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C30.90.891SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C30.40.877WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B13.70.030SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C15.40.550NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C28.00.496NB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.496Volume to Capacity (v/c):
CLevel Of Service:
28.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
99188112773561016344412212942831Total Analysis Volume [veh/h]
2547281989251611130321078Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.9710Peak Hour Factor
9618310975346986143111812541630Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
66190600062000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
901779075340986143111210541630Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02614038260261202612Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
124.33133.25121.33205.11211.62109.04105.80109.51133.05138.29146.9835.8995th-Percentile Queue Length [ft/ln]
4.975.334.858.208.464.364.234.385.325.535.881.4495th-Percentile Queue Length [veh/ln]
69.0774.0367.41116.58121.3160.5858.7860.8473.9276.8381.6519.9450th-Percentile Queue Length [ft/ln]
2.762.962.704.664.852.422.352.432.963.073.270.8050th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
DDDDDDBBDBBDLane Group LOS
36.7836.3450.1442.6842.0049.7610.5710.5449.8713.8213.7052.22d, Delay for Lane Group [s/veh]
0.540.520.790.800.790.770.250.250.800.310.300.57X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.731.429.455.695.078.870.580.569.450.910.829.16d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
35.0534.9240.6936.9936.9340.909.999.9840.4212.9112.8843.05d1, Uniform Delay [s]
2572901422632801321007105215287695054c, Capacity [veh/h]
166018701781175718701781179018701781172418701781s, saturation flow rate [veh/h]
0.080.080.060.120.120.060.140.140.070.160.150.02(v / s)_i Volume / Saturation Flow Rate
0.150.150.080.150.150.070.560.560.090.510.510.03g / C, Green / Cycle
14147131375151846463g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.22 13.74 13.82 49.87 10.55 10.57 49.76 42.26 42.68 50.14 36.43 36.78
Movement LOS D B B D B B D D D D D D
d_A, Approach Delay [s/veh]15.79 18.18 43.74 40.37
Approach LOS B B D D
d_I, Intersection Delay [s/veh]27.99
Intersection LOS C
Intersection V/C 0.496
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.619 2.628 2.540 2.596
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 756 489
d_b, Bicycle Delay [s]25.69 25.69 17.42 25.69
I_b,int, Bicycle LOS Score for Intersection 2.045 2.079 2.000 1.889
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.550Volume to Capacity (v/c):
CLevel Of Service:
15.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
5647411217121323946470508101Total Analysis Volume [veh/h]
1411928430899161712725Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor
534701061611430372606648095Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000060060Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
534701061611430366606647495Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
15.44Intersection Delay [s/veh]
BCBCApproach LOS
12.9316.3114.2816.45Approach Delay [s/veh]
27.1465.1650.2651.4611.6478.8182.5719.2495th-Percentile Queue Length [ft]
1.092.612.012.060.473.153.300.7795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.270.480.410.420.140.540.550.21Degree of Utilization, x
496517515507473539525489Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.030Volume to Capacity (v/c):
BLevel Of Service:
13.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1549357415913Total Analysis Volume [veh/h]
4123144423Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91100.91100.91100.91100.91100.9110Peak Hour Factor
1444952314812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
03132000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1441849114812Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.35d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.2212.27d_A, Approach Delay [s/veh]
0.000.000.001.083.323.3295th-Percentile Queue Length [ft/ln]
0.000.000.000.040.130.1395th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.008.4710.1413.74d_M, Delay for Movement [s/veh]
0.000.000.010.010.010.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.877Volume to Capacity (v/c):
CLevel Of Service:
30.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
5481600000433955001617461Total Analysis Volume [veh/h]
137015000010823900404115Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89400.89400.89401.00001.00001.00000.89400.89401.00001.00000.89400.8940Peak Hour Factor
4901536000387854001446412Total Hourly Volume [veh/h]
55000009700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0027000014001324Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5451509000484840001433388Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000032005220Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
514.33209.25209.26358.36354.55464.31214.9395th-Percentile Queue Length [ft/ln]
20.578.378.3714.3314.1818.578.6095th-Percentile Queue Length [veh/ln]
358.97119.58119.59233.15230.15318.07123.7250th-Percentile Queue Length [ft/ln]
14.364.784.789.339.2112.724.9550th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoCritical Lane Group
DCCDCCDLane Group LOS
49.3522.2922.2937.7831.4021.3940.74d, Delay for Lane Group [s/veh]
0.940.460.460.790.780.830.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
21.710.510.5111.174.954.363.83d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.390.110.110.500.500.500.11k, delay calibration
27.6421.7821.7826.6126.4517.0336.91d1, Uniform Delay [s]
58165165154712251942543c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.340.170.170.270.270.450.13(v / s)_i Volume / Saturation Flow Rate
0.370.370.370.340.340.550.16g / C, Green / Cycle
33333331314914g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.74 21.39 0.00 0.00 31.40 37.78 0.00 0.00 0.00 22.29 22.29 49.35
Movement LOS D C C D C C D
d_A, Approach Delay [s/veh]25.68 33.39 0.00 35.20
Approach LOS C C A D
d_I, Intersection Delay [s/veh]30.37
Intersection LOS C
Intersection V/C 0.877
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.200 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 622 0 756
d_b, Bicycle Delay [s]9.80 21.36 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 3.274 2.785 4.132 3.546
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.891Volume to Capacity (v/c):
CLevel Of Service:
30.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00043347140117128542512500Total Analysis Volume [veh/h]
00010811790293711063120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.94500.94500.94501.00000.94500.94500.94500.94501.0000Peak Hour Factor
00040946750110726940211810Total Hourly Volume [veh/h]
00045000004500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0002700041025370Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00042746750106626942211440Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000280062120500Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
373.91333.62329.66209.73156.98648.85556.9695th-Percentile Queue Length [ft/ln]
14.9613.3413.198.396.2825.9522.2895th-Percentile Queue Length [veh/ln]
245.44213.74210.65119.9387.21470.91394.1650th-Percentile Queue Length [ft/ln]
9.828.558.434.803.4918.8415.7750th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADDCLane Group LOS
49.0538.4137.469.0752.5340.4729.66d, Delay for Lane Group [s/veh]
0.920.830.820.510.930.950.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
16.787.086.260.8011.8219.8210.52d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.250.200.190.500.110.500.50k, delay calibration
32.2731.3331.208.2840.7120.6419.14d1, Uniform Delay [s]
4174604672310307885964c, Capacity [veh/h]
1589175517813560345917161870s, saturation flow rate [veh/h]
0.240.220.220.330.080.490.45(v / s)_i Volume / Saturation Flow Rate
0.260.260.260.650.090.520.52g / C, Green / Cycle
2424245884646g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 33.23 40.47 52.53 9.07 0.00 37.90 38.41 47.84 0.00 0.00 0.00
Movement LOS C D D A D D D
d_A, Approach Delay [s/veh]35.06 17.58 41.64 0.00
Approach LOS D B D A
d_I, Intersection Delay [s/veh]30.89
Intersection LOS C
Intersection V/C 0.891
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.488 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1022 1289 533 0
d_b, Bicycle Delay [s]10.76 5.69 24.20 45.00
I_b,int, Bicycle LOS Score for Intersection 2.979 2.761 3.533 4.132
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.827Volume to Capacity (v/c):
CLevel Of Service:
31.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
34818875872843113281006283981029106Total Analysis Volume [veh/h]
87471922717882252712425727Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor
335181728427329931696827294990102Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0001242118-13-5-3-2225Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
014019136268000020Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
335167725325621623098127797101257Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03316030130341303110Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
320.9269.0883.6659.9799.57163.87220.52327.79141.6560.77362.87129.1295th-Percentile Queue Length [ft/ln]
12.842.763.352.403.986.558.8213.115.672.4314.515.1695th-Percentile Queue Length [veh/ln]
203.8538.3846.4833.3255.3191.04127.81209.1978.7033.76236.7171.7350th-Percentile Queue Length [ft/ln]
8.151.541.861.332.213.645.118.373.151.359.472.8750th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDCCDBCELane Group LOS
45.1327.2052.1724.3024.9048.5122.4524.4644.4819.1928.7761.12d, Delay for Lane Group [s/veh]
0.890.220.740.190.280.900.500.690.820.160.770.89X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
12.280.1210.350.200.148.462.752.674.780.594.2219.44d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.200.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
32.8427.0841.8224.1024.7640.0519.7021.7939.7018.6024.5541.68d1, Uniform Delay [s]
389872101459102734665314623466001343119c, Capacity [veh/h]
158935601781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.220.050.040.050.080.090.210.280.080.060.290.06(v / s)_i Volume / Saturation Flow Rate
0.240.240.060.290.290.100.410.410.100.380.380.07g / C, Green / Cycle
22225262693737934346g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]61.12 28.77 19.19 44.48 24.46 22.45 48.51 24.90 24.30 52.17 27.20 45.13
Movement LOS E C B D C C D C C D C D
d_A, Approach Delay [s/veh]30.79 27.56 35.59 40.48
Approach LOS C C D D
d_I, Intersection Delay [s/veh]31.75
Intersection LOS C
Intersection V/C 0.827
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.040 3.286 2.965 2.765
Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 667 578 644
d_b, Bicycle Delay [s]22.05 20.00 22.76 20.67
I_b,int, Bicycle LOS Score for Intersection 2.577 2.894 2.122 2.064
Bicycle LOS B C B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.490Volume to Capacity (v/c):
BLevel Of Service:
12.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
454132395176989614587121747Total Analysis Volume [veh/h]
1110810131925240112230412Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor
433931374973949194383116345Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
60000001360140Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373931374973949063783114945Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
03000300019905141Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
76.3230.4680.0075.61164.34169.1051.8920.46195.2554.0995th-Percentile Queue Length [ft/ln]
3.051.223.203.026.576.762.080.827.812.1695th-Percentile Queue Length [veh/ln]
42.4016.9244.4442.0191.3093.9528.8311.36109.4630.0550th-Percentile Queue Length [ft/ln]
1.700.681.781.683.653.761.150.454.381.2050th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDDDAADAADLane Group LOS
34.9539.6335.0341.907.657.6253.905.067.8153.86d, Delay for Lane Group [s/veh]
0.330.180.340.410.420.420.670.080.500.68X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.760.450.781.461.081.0411.140.150.7511.15d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
34.2039.1834.2540.446.576.5742.774.917.0642.71d1, Uniform Delay [s]
25818226118512261267671079241669c, Capacity [veh/h]
1712130617371311181018701781158935601781s, saturation flow rate [veh/h]
0.050.020.050.060.290.290.030.050.340.03(v / s)_i Volume / Saturation Flow Rate
0.150.150.150.150.680.680.040.680.680.04g / C, Green / Cycle
141414146161361613g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.86 7.81 5.06 53.90 7.63 7.65 41.90 35.03 35.03 39.63 34.95 34.95
Movement LOS D A A D A A D D D D C C
d_A, Approach Delay [s/veh]9.24 9.52 38.18 36.22
Approach LOS A A D D
d_I, Intersection Delay [s/veh]12.27
Intersection LOS B
Intersection V/C 0.490
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.081 3.124 2.075 2.056
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1044 333 578 578
d_b, Bicycle Delay [s]10.27 31.25 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.674 2.470 1.834 1.754
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.074Volume to Capacity (v/c):
CLevel Of Service:
19.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000001000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 1Jacaranda AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
1848012055856020700Total Analysis Volume [veh/h]
4120301391205200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
1745611053056019700Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1725002756019000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
04311105030000700Base Volume Input [veh/h]
Highland AveHighland AveDriveway 1Jacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
0.61d_I, Intersection Delay [s/veh]
AACBApproach LOS
0.200.0717.4410.06d_A, Approach Delay [s/veh]
0.000.450.900.000.000.356.696.696.690.740.740.7495th-Percentile Queue Length [ft/ln]
0.000.020.040.000.000.010.270.270.270.030.030.0395th-Percentile Queue Length [veh/ln]
AAAAAABCCBCCMovement LOS
0.000.008.610.000.008.4110.8222.9719.4310.0622.2119.12d_M, Delay for Movement [s/veh]
0.000.000.010.000.010.000.010.000.070.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.249Volume to Capacity (v/c):
ALevel Of Service:
9.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 2Tokay AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
5349413055728160118700Total Analysis Volume [veh/h]
131233013974029200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
5046912052927150112700Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0000000037000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
502700192715075000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
04421205100000700Base Volume Input [veh/h]
Highland AveHighland AveDriveway 2Tokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0100010001700140Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
019450194502600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
50.8652.0516.1947.5847.5832.1314.80121.336.3995th-Percentile Queue Length [ft/ln]
2.032.080.651.901.901.290.594.850.2695th-Percentile Queue Length [veh/ln]
28.2628.929.0026.4326.4317.858.2267.403.5550th-Percentile Queue Length [ft/ln]
1.131.160.361.061.060.710.332.700.1450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
AADAADDDDLane Group LOS
4.194.1854.343.823.8251.8636.4542.1636.07d, Delay for Lane Group [s/veh]
0.200.200.450.200.200.550.090.600.03X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.350.3410.470.320.328.740.242.950.06d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.11k, delay calibration
3.843.8443.873.493.4943.1236.2139.2136.01d1, Uniform Delay [s]
13201366291389138951171196211c, Capacity [veh/h]
180718701781187018701781158914081589s, saturation flow rate [veh/h]
0.150.150.010.150.150.020.010.080.00(v / s)_i Volume / Saturation Flow Rate
0.730.730.020.740.740.030.110.110.11g / C, Green / Cycle
6666167673101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLCCLCLCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.07 36.07 36.07 42.16 36.45 36.45 51.86 3.82 3.82 54.34 4.18 4.19
Movement LOS D D D D D D D A A D A A
d_A, Approach Delay [s/veh]36.07 41.48 6.12 5.35
Approach LOS D D A A
d_I, Intersection Delay [s/veh]9.63
Intersection LOS A
Intersection V/C 0.249
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 1.724 2.000 2.721 2.833
Crosswalk LOS A A B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 333 333
d_b, Bicycle Delay [s]25.69 25.69 31.25 31.25
I_b,int, Bicycle LOS Score for Intersection 1.571 1.781 2.042 2.022
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.012Volume to Capacity (v/c):
BLevel Of Service:
10.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 3Cherimoya AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
825480068201100800Total Analysis Volume [veh/h]
21137001710300200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95001.00000.95000.95001.00000.95001.00001.00000.95001.00001.0000Peak Hour Factor
785210064801000800Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
43000370000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
3567009401000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0454005170000800Base Volume Input [veh/h]
Highland AveHighland AveDriveway 3Cherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.15d_I, Intersection Delay [s/veh]
AABBApproach LOS
0.000.0010.3810.57d_A, Approach Delay [s/veh]
0.000.000.000.000.000.001.230.000.000.930.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.050.000.000.040.000.0095th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.000.000.000.0010.380.000.0010.570.000.00d_M, Delay for Movement [s/veh]
0.000.010.000.000.010.000.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 2: 2 EX WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\3 OY CUM AM.pdf
Scenario 3 OY CUM AMVistro File: K:\...\Fontana Square AM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A9.70.017NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A9.70.015NB RightHCM 6th
EditionTwo-way stopDriveway 2/Tokay Ave at
Highland Ave9
B10.80.019NB RightHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B12.40.458NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C26.50.748NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C22.70.754SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C22.10.710NB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B12.10.006SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C18.30.657NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C25.70.321SB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.321Volume to Capacity (v/c):
CLevel Of Service:
25.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7717637631449563247506832647Total Analysis Volume [veh/h]
19449163624166212178112Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
6815633561288456219446028942Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
2723122269744210In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6314330241025645204385427631Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02619026190341103411Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
120.33125.0141.9788.9193.34103.9652.9854.9058.4169.4171.9754.6295th-Percentile Queue Length [ft/ln]
4.815.001.683.563.734.162.122.202.342.782.882.1895th-Percentile Queue Length [veh/ln]
66.8569.4523.3249.3951.8657.7629.4330.5032.4538.5639.9830.3550th-Percentile Queue Length [ft/ln]
2.672.780.931.982.072.311.181.221.301.541.601.2150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDDDDDAADAADLane Group LOS
42.0741.1351.8935.9335.6550.888.088.0354.568.428.3753.92d, Delay for Lane Group [s/veh]
0.650.620.600.410.390.770.140.140.700.180.180.68X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.782.999.061.080.909.700.290.2611.890.380.3511.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
38.2938.1442.8334.8634.7541.187.797.7742.688.048.0242.71d1, Uniform Delay [s]
1892096224727412310491126711058112469c, Capacity [veh/h]
168418701781168418701781174218701781176018701781s, saturation flow rate [veh/h]
0.070.070.020.060.060.050.090.080.030.110.110.03(v / s)_i Volume / Saturation Flow Rate
0.110.110.030.150.150.070.600.600.040.600.600.04g / C, Green / Cycle
10103131365454454543g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.92 8.39 8.42 54.56 8.05 8.08 50.88 35.72 35.93 51.89 41.37 42.07
Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh]13.25 14.52 40.54 42.90
Approach LOS B B D D
d_I, Intersection Delay [s/veh]25.66
Intersection LOS C
Intersection V/C 0.321
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.506 2.524 2.473 2.463
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]667 667 489 489
d_b, Bicycle Delay [s]20.00 20.00 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 1.923 1.857 1.809 1.799
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.657Volume to Capacity (v/c):
CLevel Of Service:
18.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
50216552232815054167630169Total Analysis Volume [veh/h]
13141131820126101715742Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor
46215148229744633861577155Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00000001400130In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
44214546228714323759542149Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
18.31Intersection Delay [s/veh]
CBCCApproach LOS
16.5612.2417.9519.61Approach Delay [s/veh]
57.8916.3585.1789.767.05113.83118.7037.6695th-Percentile Queue Length [ft]
2.320.653.413.590.284.554.751.5195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.450.180.560.580.090.640.660.34Degree of Utilization, x
480476524509475542531493Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.006Volume to Capacity (v/c):
BLevel Of Service:
12.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4240439013Total Analysis Volume [veh/h]
160110001Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.9160Peak Hour Factor
4220402013Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
01644000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4196344013Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.07d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0011.45d_A, Approach Delay [s/veh]
0.000.000.000.000.540.5495th-Percentile Queue Length [ft/ln]
0.000.000.000.000.020.0295th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.000.000.007.729.5612.08d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.710Volume to Capacity (v/c):
CLevel Of Service:
22.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
308132200046373400996559Total Analysis Volume [veh/h]
7708000011618300249140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor
283129600042667500916514Total Hourly Volume [veh/h]
310000010700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
280370003582007655In-Process Volume [veh/h]
1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
275124900047957000808441Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000031005221Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
279.61134.93134.89295.14210.10141.48251.1595th-Percentile Queue Length [ft/ln]
11.185.405.4011.818.405.6610.0595th-Percentile Queue Length [veh/ln]
172.0574.9674.94183.93120.2078.60150.5450th-Percentile Queue Length [ft/ln]
6.883.003.007.364.813.146.0250th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
DCCCBADLane Group LOS
39.2930.2630.2622.8417.546.7240.40d, Delay for Lane Group [s/veh]
0.860.400.400.640.450.410.89X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.880.640.644.210.900.514.49d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.500.11k, delay calibration
33.4029.6229.6218.6416.646.2135.91d1, Uniform Delay [s]
36040340372816312438630c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.190.090.090.290.210.280.16(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.460.460.690.18g / C, Green / Cycle
20202041416216g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.40 6.72 0.00 0.00 17.54 22.84 0.00 0.00 0.00 30.26 30.26 39.29
Movement LOS D A B C C C D
d_A, Approach Delay [s/veh]18.83 19.59 0.00 34.66
Approach LOS B B A C
d_I, Intersection Delay [s/veh]22.05
Intersection LOS C
Intersection V/C 0.710
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.267 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 600 0 756
d_b, Bicycle Delay [s]9.80 22.05 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 2.842 2.635 4.132 2.652
Bicycle LOS C B D B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.754Volume to Capacity (v/c):
CLevel Of Service:
22.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0003903421088930145710080Total Analysis Volume [veh/h]
0009711050222751142520Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.90300.90300.90301.00000.90300.90300.90300.90301.0000Peak Hour Factor
000352338008032724139100Total Hourly Volume [veh/h]
000390000010300Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000370230803555920In-Process Volume [veh/h]
1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000340334306952284437870Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000340056130430Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
243.90247.68251.34105.11155.08413.72377.4195th-Percentile Queue Length [ft/ln]
9.769.9110.054.206.2016.5515.1095th-Percentile Queue Length [veh/ln]
145.12147.94150.6858.3986.15277.20248.2250th-Percentile Queue Length [ft/ln]
5.805.926.032.343.4511.099.9350th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADCBLane Group LOS
39.1738.2237.475.5046.6921.2117.88d, Delay for Lane Group [s/veh]
0.810.790.770.350.870.770.70X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.944.163.560.396.766.053.79d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.500.50k, delay calibration
34.2334.0633.915.1139.9215.1714.09d1, Uniform Delay [s]
32334236225213469491054c, Capacity [veh/h]
1589168617813560345916851870s, saturation flow rate [veh/h]
0.170.160.160.250.090.430.39(v / s)_i Volume / Saturation Flow Rate
0.200.200.200.710.100.560.56g / C, Green / Cycle
1818186495151g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 18.79 21.21 46.69 5.50 0.00 37.74 38.22 38.88 0.00 0.00 0.00
Movement LOS B C D A D D D
d_A, Approach Delay [s/veh]19.55 15.92 38.27 0.00
Approach LOS B B D A
d_I, Intersection Delay [s/veh]22.70
Intersection LOS C
Intersection V/C 0.754
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.396 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 1156 667 0
d_b, Bicycle Delay [s]14.45 8.02 20.00 45.00
I_b,int, Bicycle LOS Score for Intersection 2.853 2.541 2.967 4.132
Bicycle LOS C B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.748Volume to Capacity (v/c):
CLevel Of Service:
26.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
22586375314629913688530568106339Total Analysis Volume [veh/h]
5621913367534221761726610Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.8990Peak Hour Factor
2027733481312691227962746195635Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
267381826957555963In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1696729381092341097112115482731Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03314033140331402910Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
218.4471.8241.8938.8553.35147.8262.14227.07150.8435.86330.3344.5295th-Percentile Queue Length [ft/ln]
8.742.871.681.552.135.912.499.086.031.4313.211.7895th-Percentile Queue Length [veh/ln]
126.2939.9023.2721.5829.6482.1234.52132.6383.8019.92211.1724.7350th-Percentile Queue Length [ft/ln]
5.051.600.930.861.193.281.385.313.350.808.450.9950th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDBBDBCDLane Group LOS
43.4633.1451.7327.0427.1843.4512.1515.1843.4515.0922.6352.59d, Delay for Lane Group [s/veh]
0.840.270.600.140.170.810.170.490.810.100.680.62X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.150.478.910.160.094.180.440.934.240.282.429.76d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
36.3132.6742.8226.8827.0939.2711.7114.2539.2114.8120.2242.83d1, Uniform Delay [s]
267314623828553718141824376697156263c, Capacity [veh/h]
158918701781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.140.050.020.030.040.090.090.250.090.040.300.02(v / s)_i Volume / Saturation Flow Rate
0.170.170.030.240.240.110.510.510.110.440.440.03g / C, Green / Cycle
1515322221046461040403g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.59 22.63 15.09 43.45 15.18 12.15 43.45 27.18 27.04 51.73 33.14 43.46
Movement LOS D C B D B B D C C D C D
d_A, Approach Delay [s/veh]23.19 21.37 36.94 41.79
Approach LOS C C D D
d_I, Intersection Delay [s/veh]26.45
Intersection LOS C
Intersection V/C 0.748
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.977 3.204 2.754 2.555
Crosswalk LOS C C C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 644 644 644
d_b, Bicycle Delay [s]23.47 20.67 20.67 20.67
I_b,int, Bicycle LOS Score for Intersection 2.525 2.654 1.970 2.134
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.458Volume to Capacity (v/c):
BLevel Of Service:
12.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4032234141123598153552101518Total Analysis Volume [veh/h]
1086101031152049132545Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
352820363610852717314689316Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
3332513564151116In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
31241633309145628293975210Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
030003000284101932Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
60.5020.7169.34121.40132.74135.6339.8713.38169.6721.5795th-Percentile Queue Length [ft/ln]
2.420.832.774.865.315.431.590.546.790.8695th-Percentile Queue Length [veh/ln]
33.6111.5138.5267.4573.7575.3522.157.4394.2611.9950th-Percentile Queue Length [ft/ln]
1.340.461.542.702.953.010.890.303.770.4850th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAADAADLane Group LOS
32.1536.4932.4040.727.307.2852.065.618.0653.26d, Delay for Lane Group [s/veh]
0.240.100.270.530.350.350.590.050.430.49X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.400.200.471.860.810.799.150.090.599.66d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
31.7536.2931.9338.866.506.5042.915.527.4743.60d1, Uniform Delay [s]
30322530623212201249591042233437c, Capacity [veh/h]
1703131617181328182618701781158935601781s, saturation flow rate [veh/h]
0.040.020.050.090.240.240.020.030.290.01(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.180.670.670.030.660.660.02g / C, Green / Cycle
161616166060359592g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.26 8.06 5.61 52.06 7.29 7.30 40.72 32.40 32.40 36.49 32.15 32.15
Movement LOS D A A D A A D C C D C C
d_A, Approach Delay [s/veh]8.69 9.02 37.39 33.20
Approach LOS A A D C
d_I, Intersection Delay [s/veh]12.40
Intersection LOS B
Intersection V/C 0.458
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.966 3.087 2.061 2.026
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 533 578 578
d_b, Bicycle Delay [s]31.25 24.20 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.455 2.310 1.898 1.716
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.019Volume to Capacity (v/c):
BLevel Of Service:
10.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveJacaranda AveName
Intersection Setup
000Pedestrian Volume [ped/h]
23630426120Total Analysis Volume [veh/h]
591010730Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
22430405110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
16004400In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20030347110Base Volume Input [veh/h]
Highland AveHighland AveJacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.23d_I, Intersection Delay [s/veh]
AABApproach LOS
0.100.0010.84d_A, Approach Delay [s/veh]
0.200.200.000.001.461.4695th-Percentile Queue Length [ft/ln]
0.010.010.000.000.060.0695th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.008.180.000.0010.8413.64d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.015Volume to Capacity (v/c):
ALevel Of Service:
9.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.00100.000.000.000.00Exit Pocket Length [ft]
001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
010000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveTokay AveName
Intersection Setup
000Pedestrian Volume [ped/h]
23940438120Total Analysis Volume [veh/h]
601010930Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
22740416110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
16004400In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20340358110Base Volume Input [veh/h]
Highland AveHighland AveTokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.21d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.140.009.66d_A, Approach Delay [s/veh]
0.000.270.000.001.161.1695th-Percentile Queue Length [ft/ln]
0.000.010.000.000.050.0595th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.008.230.000.009.6613.02d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.017Volume to Capacity (v/c):
ALevel Of Service:
9.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveCherimoya AveName
Intersection Setup
000Pedestrian Volume [ped/h]
24300451130Total Analysis Volume [veh/h]
610011330Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95001.00000.95000.95000.95001.0000Peak Hour Factor
23100428120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
16004400In-Process Volume [veh/h]
1.04001.00001.00001.04001.04001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20700369120Base Volume Input [veh/h]
Highland AveHighland AveCherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.18d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.000.009.71d_A, Approach Delay [s/veh]
0.000.000.000.001.270.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.050.0095th-Percentile Queue Length [veh/ln]
AAAAMovement LOS
0.000.000.000.009.710.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\3 OY CUM PM.pdf
Scenario 3 OY CUM PMVistro File: K:\...\Fontana Square PM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.30.012NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
B10.20.010NB RightHCM 6th
EditionTwo-way stopDriveway 2/Tokay Ave at
Highland Ave9
B12.20.014NB RightHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B13.40.548NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
D47.50.970SB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
D42.80.978SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
D42.50.979WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
C16.00.038SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C17.00.607NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C29.20.517NB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.517Volume to Capacity (v/c):
CLevel Of Service:
29.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1072141071013791239546512812045366Total Analysis Volume [veh/h]
27542725953124116323011316Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.9710Peak Hour Factor
104208104983681199245212411744064Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
10241020141729488733In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
901779075340986143111210541630Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02614038260261202612Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
142.25152.48116.41220.27229.69130.37129.39135.98139.17149.03157.9977.6695th-Percentile Queue Length [ft/ln]
5.696.104.668.819.195.215.185.445.575.966.323.1195th-Percentile Queue Length [veh/ln]
79.0384.7164.67127.63134.5772.4371.8875.5477.3182.8087.7743.1450th-Percentile Queue Length [ft/ln]
3.163.392.595.115.382.902.883.023.093.313.511.7350th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
DDDDDDBBDBBELane Group LOS
38.0637.5150.4842.0441.3448.3012.3312.2749.6114.7514.6455.96d, Delay for Lane Group [s/veh]
0.610.590.790.820.810.780.290.290.810.320.320.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.381.959.635.715.078.130.780.739.361.000.9213.60d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
35.6935.5740.8536.3336.2740.1711.5511.5440.2513.7513.7342.35d1, Uniform Delay [s]
25328413628430615894199915885792285c, Capacity [veh/h]
166618701781173718701781176218701781173718701781s, saturation flow rate [veh/h]
0.090.090.060.130.130.070.150.150.070.160.160.04(v / s)_i Volume / Saturation Flow Rate
0.150.150.080.160.160.090.530.530.090.490.490.05g / C, Green / Cycle
14147151584848844444g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.96 14.68 14.75 49.61 12.29 12.33 48.30 41.58 42.04 50.48 37.63 38.06
Movement LOS E B B D B B D D D D D D
d_A, Approach Delay [s/veh]18.96 19.24 43.03 40.95
Approach LOS B B D D
d_I, Intersection Delay [s/veh]29.19
Intersection LOS C
Intersection V/C 0.517
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.642 2.658 2.587 2.610
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 756 489
d_b, Bicycle Delay [s]25.69 25.69 17.42 25.69
I_b,int, Bicycle LOS Score for Intersection 2.087 2.127 2.057 1.913
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.607Volume to Capacity (v/c):
CLevel Of Service:
17.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
5847711718126334276673547105Total Analysis Volume [veh/h]
15119295328107161813726Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor
554731101711931403626951699Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00000002200230In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
534701061611430366606647495Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
17.01Intersection Delay [s/veh]
BCCCApproach LOS
13.4817.5915.5518.54Approach Delay [s/veh]
29.6273.5659.7561.1512.4495.43100.0120.8795th-Percentile Queue Length [ft]
1.182.942.392.450.503.824.000.8395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.290.520.460.470.140.590.610.22Degree of Utilization, x
482503500493460523511476Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.038Volume to Capacity (v/c):
CLevel Of Service:
16.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1654160516913Total Analysis Volume [veh/h]
4135151423Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91100.91100.91100.91100.91100.9110Peak Hour Factor
1549355115812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
05840000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1441849114812Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
0.38d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.2214.47d_A, Approach Delay [s/veh]
0.000.000.001.204.334.3395th-Percentile Queue Length [ft/ln]
0.000.000.000.050.170.1795th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.000.000.008.6112.2416.02d_M, Delay for Movement [s/veh]
0.000.010.010.020.020.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.979Volume to Capacity (v/c):
DLevel Of Service:
42.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
62616790004801088001773523Total Analysis Volume [veh/h]
157017000012027200443131Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89400.89400.89401.00001.00001.00000.89400.89401.00001.00000.89400.8940Peak Hour Factor
5601607000429973001585468Total Hourly Volume [veh/h]
620000010700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
550780003399009564In-Process Volume [veh/h]
1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5451509000484840001433388Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000032005220Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
709.62231.45231.46489.17493.95592.34238.1495th-Percentile Queue Length [ft/ln]
28.389.269.2619.5719.7623.699.5395th-Percentile Queue Length [veh/ln]
505.14135.87135.87338.34342.25423.57140.8350th-Percentile Queue Length [ft/ln]
20.215.435.4313.5313.6916.945.6350th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoCritical Lane Group
FCCEDCDLane Group LOS
75.8322.1222.1260.5250.1529.5240.56d, Delay for Lane Group [s/veh]
1.040.510.510.950.970.930.88X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
47.830.590.5930.3819.8510.004.27d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.490.110.110.500.500.500.11k, delay calibration
28.0021.5321.5330.1430.3019.5236.29d1, Uniform Delay [s]
60067367350311261899597c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.390.190.190.300.310.500.15(v / s)_i Volume / Saturation Flow Rate
0.380.380.380.320.320.530.17g / C, Green / Cycle
34343429294815g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.56 29.52 0.00 0.00 50.15 60.52 0.00 0.00 0.00 22.12 22.12 75.83
Movement LOS D C D E C C F
d_A, Approach Delay [s/veh]32.03 53.32 0.00 47.86
Approach LOS C D A D
d_I, Intersection Delay [s/veh]42.49
Intersection LOS D
Intersection V/C 0.979
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.258 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 622 0 756
d_b, Bicycle Delay [s]9.80 21.36 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 3.454 2.941 4.132 3.817
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.978Volume to Capacity (v/c):
DLevel Of Service:
42.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00049747860131333142513900Total Analysis Volume [veh/h]
00012411970328831063480Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.94500.94500.94501.00000.94500.94500.94500.94501.0000Peak Hour Factor
00047047430124131340213140Total Hourly Volume [veh/h]
000520000010100Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00078041013233641240In-Process Volume [veh/h]
1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00042746750106626942211440Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000280062120500Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
486.98405.92395.25246.07231.44844.33694.0095th-Percentile Queue Length [ft/ln]
19.4816.2415.819.849.2633.7727.7695th-Percentile Queue Length [veh/ln]
333.70270.95262.42146.74131.66621.59509.0050th-Percentile Queue Length [ft/ln]
13.3510.8410.505.875.2724.8620.3650th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
FDDBFFDLane Group LOS
70.5347.9445.2710.0688.4359.6440.09d, Delay for Lane Group [s/veh]
1.010.920.900.571.081.030.95X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
37.5315.8713.391.0447.4337.6419.20d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.310.260.250.500.110.500.50k, delay calibration
33.0032.0731.889.0141.0022.0020.90d1, Uniform Delay [s]
4244664752295307883956c, Capacity [veh/h]
1589174817813560345917271870s, saturation flow rate [veh/h]
0.270.250.240.370.100.530.49(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.640.090.510.51g / C, Green / Cycle
2424245884646g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 46.88 59.64 88.43 10.06 0.00 46.48 47.94 67.44 0.00 0.00 0.00
Movement LOS D E F B D D E
d_A, Approach Delay [s/veh]49.87 25.84 54.58 0.00
Approach LOS D C D A
d_I, Intersection Delay [s/veh]42.82
Intersection LOS D
Intersection V/C 0.978
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.533 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1022 1289 533 0
d_b, Bicycle Delay [s]10.76 5.69 24.20 45.00
I_b,int, Bicycle LOS Score for Intersection 3.140 2.916 3.769 4.132
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.970Volume to Capacity (v/c):
DLevel Of Service:
47.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
45321295643012522791175376121117872Total Analysis Volume [veh/h]
113532416756370294943029418Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor
43620491622902422681130362116113369Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
883016724172911074158110In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
335167725325621623098127797101257Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03316030130341303110Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
428.23151.27103.3440.2198.31124.83201.68454.06259.7085.71592.7982.7095th-Percentile Queue Length [ft/ln]
17.136.054.131.613.934.998.0718.1610.393.4323.713.3195th-Percentile Queue Length [veh/ln]
288.8684.0457.4122.3454.6269.35114.09309.75151.2247.62415.9345.9450th-Percentile Queue Length [ft/ln]
11.553.362.300.892.182.774.5612.396.051.9016.641.8450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDCDFCFDLane Group LOS
51.2024.8750.3321.1722.2143.8424.3736.0190.6823.4363.7254.76d, Delay for Lane Group [s/veh]
0.930.370.760.120.260.780.470.891.090.241.030.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
20.860.409.210.100.113.992.729.3850.181.0833.2412.64d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.340.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.3424.4741.1221.0722.0939.8521.6426.6340.5022.3530.4842.12d1, Uniform Delay [s]
48657212552411743255891318346513114993c, Capacity [veh/h]
158918701781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.280.110.050.040.080.070.180.330.110.080.330.04(v / s)_i Volume / Saturation Flow Rate
0.310.310.070.330.330.090.370.370.100.320.320.05g / C, Green / Cycle
28286303083333929295g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.76 63.72 23.43 90.68 36.01 24.37 43.84 22.21 21.17 50.33 24.87 51.20
Movement LOS D F C F D C D C C D C D
d_A, Approach Delay [s/veh]59.70 45.47 30.93 43.75
Approach LOS E D C D
d_I, Intersection Delay [s/veh]47.49
Intersection LOS D
Intersection V/C 0.970
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.114 3.371 2.842 2.757
Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 667 578 644
d_b, Bicycle Delay [s]22.05 20.00 22.76 20.67
I_b,int, Bicycle LOS Score for Intersection 2.691 3.069 2.069 2.814
Bicycle LOS B C B C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.548Volume to Capacity (v/c):
BLevel Of Service:
13.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
42483947599011711294395135954Total Analysis Volume [veh/h]
10121012152229282112434014Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor
40463745568611210794191129952Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
255751014137351045In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373931374973949063783114945Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
03000300019905141Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
78.1937.1793.1789.30219.98224.2649.4724.04237.3462.7195th-Percentile Queue Length [ft/ln]
3.131.493.733.578.808.971.980.969.492.5195th-Percentile Queue Length [veh/ln]
43.4420.6551.7649.61127.42130.5727.4813.36140.2434.8450th-Percentile Queue Length [ft/ln]
1.740.832.071.985.105.221.100.535.611.3950th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAADAAELane Group LOS
33.8139.6634.3141.589.429.3453.575.519.1355.04d, Delay for Lane Group [s/veh]
0.320.210.370.450.510.510.660.090.570.72X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.640.560.811.621.581.5210.770.171.0112.44d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
33.1839.1033.5039.977.847.8242.805.348.1242.60d1, Uniform Delay [s]
28318628419811951236651059237175c, Capacity [veh/h]
1728128817341306180918701781158935601781s, saturation flow rate [veh/h]
0.050.030.060.070.340.340.020.060.380.03(v / s)_i Volume / Saturation Flow Rate
0.160.160.160.160.660.660.040.670.670.04g / C, Green / Cycle
151515155959360604g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.04 9.13 5.51 53.57 9.37 9.42 41.58 34.31 34.31 39.66 33.81 33.81
Movement LOS E A A D A A D C C D C C
d_A, Approach Delay [s/veh]10.55 10.85 37.65 35.58
Approach LOS B B D D
d_I, Intersection Delay [s/veh]13.41
Intersection LOS B
Intersection V/C 0.548
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.174 3.243 2.099 2.065
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1044 333 578 578
d_b, Bicycle Delay [s]10.27 31.25 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.804 2.623 1.883 1.772
Bicycle LOS C B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.014Volume to Capacity (v/c):
BLevel Of Service:
12.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveJacaranda AveName
Intersection Setup
000Pedestrian Volume [ped/h]
53312059370Total Analysis Volume [veh/h]
1333014820Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
50611056370Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
58004000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43111050370Base Volume Input [veh/h]
Highland AveHighland AveJacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.17d_I, Intersection Delay [s/veh]
AABApproach LOS
0.190.0012.22d_A, Approach Delay [s/veh]
0.930.930.000.001.051.0595th-Percentile Queue Length [ft/ln]
0.040.040.000.000.040.0495th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.008.710.000.0012.2221.82d_M, Delay for Movement [s/veh]
0.010.010.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.010Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.00100.000.000.000.00Exit Pocket Length [ft]
001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
010000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveTokay AveName
Intersection Setup
000Pedestrian Volume [ped/h]
54513060070Total Analysis Volume [veh/h]
1363015020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
51812057070Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
58004000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
44212051070Base Volume Input [veh/h]
Highland AveHighland AveTokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.16d_I, Intersection Delay [s/veh]
AABApproach LOS
0.200.0010.22d_A, Approach Delay [s/veh]
0.001.020.000.000.760.7695th-Percentile Queue Length [ft/ln]
0.000.040.000.000.030.0395th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.008.750.000.0010.2218.14d_M, Delay for Movement [s/veh]
0.010.010.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.012Volume to Capacity (v/c):
BLevel Of Service:
10.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveCherimoya AveName
Intersection Setup
000Pedestrian Volume [ped/h]
5580060880Total Analysis Volume [veh/h]
1390015220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95001.00000.95000.95000.95001.0000Peak Hour Factor
5300057880Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
58004000In-Process Volume [veh/h]
1.04001.00001.04001.04001.04001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4540051780Base Volume Input [veh/h]
Highland AveHighland AveCherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.07d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.26d_A, Approach Delay [s/veh]
0.000.000.000.000.880.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.040.0095th-Percentile Queue Length [veh/ln]
AAABMovement LOS
0.000.000.000.0010.260.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 3: 3 OY CUM PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\4 OY CUM WP AM.pdf
Scenario 4 OY CUM WP AMVistro File: K:\...\Fontana Square AM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.20.018NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
B11.20.204EB LeftHCM 6th
EditionSignalizedDriveway 2/Tokay Ave at
Highland Ave9
B13.60.021SB LeftHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B12.80.470NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C29.50.769EB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C23.40.781SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C22.50.718NB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B11.30.005SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C18.60.664NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C26.60.341SB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.341Volume to Capacity (v/c):
CLevel Of Service:
26.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
8318356631529563247579432647Total Analysis Volume [veh/h]
214614163824166214238112Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
7416250561358456219518328942Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
66170700072300Site-Generated Trips [veh/h]
2723122269744210In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6314330241025645204385427631Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02619026190341103411Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
127.50133.1065.1594.0798.62103.9652.9754.9367.8074.9778.7554.6295th-Percentile Queue Length [ft/ln]
5.105.322.613.763.944.162.122.202.713.003.152.1895th-Percentile Queue Length [veh/ln]
70.8373.9436.1952.2654.7957.7629.4330.5237.6741.6543.7530.3550th-Percentile Queue Length [ft/ln]
2.832.961.452.092.192.311.181.221.511.671.751.2150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDEDDDAAEAADLane Group LOS
42.8141.7355.2936.9536.6250.888.098.0456.598.658.5853.92d, Delay for Lane Group [s/veh]
0.690.650.730.450.430.770.140.140.750.200.190.68X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.373.4412.731.341.119.700.290.2613.960.430.3811.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
38.4438.2942.5735.6135.5041.187.807.7842.628.228.2042.71d1, Uniform Delay [s]
1882097623425912310491126761035111969c, Capacity [veh/h]
167918701781169018701781174218701781172918701781s, saturation flow rate [veh/h]
0.080.070.030.060.060.050.090.080.030.120.120.03(v / s)_i Volume / Saturation Flow Rate
0.110.110.040.140.140.070.600.600.040.600.600.04g / C, Green / Cycle
10104121265454454543g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.92 8.61 8.65 56.59 8.05 8.09 50.88 36.71 36.95 55.29 42.00 42.81
Movement LOS D A A E A A D D D E D D
d_A, Approach Delay [s/veh]13.18 15.60 41.10 44.52
Approach LOS B B D D
d_I, Intersection Delay [s/veh]26.57
Intersection LOS C
Intersection V/C 0.341
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.518 2.528 2.478 2.484
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]667 667 489 489
d_b, Bicycle Delay [s]20.00 20.00 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 1.945 1.862 1.815 1.825
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.664Volume to Capacity (v/c):
CLevel Of Service:
18.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
50216552232815134167636169Total Analysis Volume [veh/h]
13141131820128101715942Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor
46215148229744703861583155Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000070060Site-Generated Trips [veh/h]
00000001400130In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
44214546228714323759542149Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
18.61Intersection Delay [s/veh]
CBCCApproach LOS
16.6612.2918.2919.96Approach Delay [s/veh]
58.2616.4387.9092.617.07116.72121.7037.8195th-Percentile Queue Length [ft]
2.330.663.523.700.284.674.871.5195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.450.180.570.580.090.650.660.34Degree of Utilization, x
478473523508474540529492Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
11.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4272479013Total Analysis Volume [veh/h]
168120001Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.9160Peak Hour Factor
4249439013Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02937000Site-Generated Trips [veh/h]
01644000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4196344013Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.06d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.78d_A, Approach Delay [s/veh]
0.000.000.000.000.480.4895th-Percentile Queue Length [ft/ln]
0.000.000.000.000.020.0295th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.000.000.007.809.1011.34d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.718Volume to Capacity (v/c):
CLevel Of Service:
22.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
3081354000463751001008584Total Analysis Volume [veh/h]
7708900011618800252146Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor
283132600042669100927537Total Hourly Volume [veh/h]
310000010700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0030000016001123Site-Generated Trips [veh/h]
280370003582007655In-Process Volume [veh/h]
1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
275124900047957000808441Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000031005221Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
279.04149.81149.77299.56217.81144.46261.0695th-Percentile Queue Length [ft/ln]
11.165.995.9911.988.715.7810.4495th-Percentile Queue Length [veh/ln]
171.6283.2383.21187.33125.8380.26157.9950th-Percentile Queue Length [ft/ln]
6.863.333.337.495.033.216.3250th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
DCCCBADLane Group LOS
39.1030.6130.6123.5018.116.7940.58d, Delay for Lane Group [s/veh]
0.850.440.440.640.470.410.90X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.760.750.754.420.980.524.85d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.500.11k, delay calibration
33.3429.8629.8619.0817.136.2735.73d1, Uniform Delay [s]
36140540471816092435649c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.190.100.100.290.210.280.17(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.450.450.680.19g / C, Green / Cycle
20202041416217g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.58 6.79 0.00 0.00 18.11 23.50 0.00 0.00 0.00 30.61 30.61 39.10
Movement LOS D A B C C C D
d_A, Approach Delay [s/veh]19.18 20.17 0.00 34.55
Approach LOS B C A C
d_I, Intersection Delay [s/veh]22.46
Intersection LOS C
Intersection V/C 0.718
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.279 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 600 0 756
d_b, Bicycle Delay [s]9.80 22.05 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 2.873 2.649 4.132 2.705
Bicycle LOS C B D B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.781Volume to Capacity (v/c):
CLevel Of Service:
23.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0004203421094030147710450Total Analysis Volume [veh/h]
00010511050235751192610Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.90300.90300.90301.00000.90300.90300.90300.90301.0000Peak Hour Factor
000379338008492724319440Total Hourly Volume [veh/h]
000420000010800Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0003000046023340Site-Generated Trips [veh/h]
000370230803555920In-Process Volume [veh/h]
1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000340334306952284437870Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000340056130430Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
251.78253.87256.54118.75155.08454.68409.2995th-Percentile Queue Length [ft/ln]
10.0710.1510.264.756.2018.1916.3795th-Percentile Queue Length [veh/ln]
151.01152.58154.5965.9786.15310.25273.6450th-Percentile Queue Length [ft/ln]
6.046.106.182.643.4512.4110.9550th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADCBLane Group LOS
38.8537.8536.915.9146.6923.7919.48d, Delay for Lane Group [s/veh]
0.820.800.770.380.870.810.73X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.954.143.410.446.767.634.54d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.500.50k, delay calibration
33.9033.7133.505.4739.9216.1614.94d1, Uniform Delay [s]
33435337524953469371040c, Capacity [veh/h]
1589167717813560345916841870s, saturation flow rate [veh/h]
0.170.170.160.260.090.450.41(v / s)_i Volume / Saturation Flow Rate
0.210.210.210.700.100.560.56g / C, Green / Cycle
1919196395050g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 20.65 23.79 46.69 5.91 0.00 37.22 37.85 38.52 0.00 0.00 0.00
Movement LOS C C D A D D D
d_A, Approach Delay [s/veh]21.64 15.80 37.86 0.00
Approach LOS C B D A
d_I, Intersection Delay [s/veh]23.42
Intersection LOS C
Intersection V/C 0.781
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.408 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 1156 667 0
d_b, Bicycle Delay [s]14.45 8.02 20.00 45.00
I_b,int, Bicycle LOS Score for Intersection 2.904 2.583 3.022 4.132
Bicycle LOS C B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.769Volume to Capacity (v/c):
CLevel Of Service:
29.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
225103378616238523887230066104189Total Analysis Volume [veh/h]
5626921419660218751626022Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.89900.8990Peak Hour Factor
2029333771463462147842705993680Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0001242016-12-4-2-2022Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
016017115776000023Site-Generated Trips [veh/h]
267381826957555963In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1696729381092341097112115482731Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03314033140331402910Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
218.3341.6741.8964.0859.08223.50129.05240.68148.3234.99323.8599.4395th-Percentile Queue Length [ft/ln]
8.731.671.682.562.368.945.169.635.931.4012.953.9895th-Percentile Queue Length [veh/ln]
126.2123.1523.2735.6032.82129.8971.69142.7282.4019.44206.1355.2450th-Percentile Queue Length [ft/ln]
5.050.930.931.421.315.202.875.713.300.788.252.2150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCFBBDBCDLane Group LOS
43.4132.2251.7327.4627.0361.7815.4117.2543.4515.2222.5752.64d, Delay for Lane Group [s/veh]
0.840.170.600.220.191.000.310.510.810.100.670.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.110.148.910.280.1021.781.071.104.190.272.3311.12d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
36.2932.0942.8227.1726.9340.0014.3416.1539.2614.9420.2441.52d1, Uniform Delay [s]
2675986238887038476217073716931552114c, Capacity [veh/h]
158935601781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.140.030.020.050.050.110.150.240.090.040.290.05(v / s)_i Volume / Saturation Flow Rate
0.170.170.030.240.240.110.480.480.110.440.440.06g / C, Green / Cycle
1515322221043431039396g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.64 22.57 15.22 43.45 17.25 15.41 61.78 27.03 27.46 51.73 32.22 43.41
Movement LOS D C B D B B F C C D C D
d_A, Approach Delay [s/veh]24.40 22.51 48.22 41.09
Approach LOS C C D D
d_I, Intersection Delay [s/veh]29.54
Intersection LOS C
Intersection V/C 0.769
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.988 3.235 2.921 2.672
Crosswalk LOS C C C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 644 644 644
d_b, Bicycle Delay [s]23.47 20.67 20.67 20.67
I_b,int, Bicycle LOS Score for Intersection 2.546 2.723 2.082 1.861
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.470Volume to Capacity (v/c):
BLevel Of Service:
12.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4832234141123598274252103318Total Analysis Volume [veh/h]
12861010311520711132585Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
422820363610852728374690916Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
70000001160160Site-Generated Trips [veh/h]
3332513564151116In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
31241633309145628293975210Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
030003000284101932Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
67.1220.5668.81121.39138.46141.4447.8713.91181.1821.5795th-Percentile Queue Length [ft/ln]
2.680.822.754.865.545.661.910.567.250.8695th-Percentile Queue Length [veh/ln]
37.2911.4238.2367.4476.9278.5826.597.73100.6611.9950th-Percentile Queue Length [ft/ln]
1.490.461.532.703.083.141.060.314.030.4850th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAADAADLane Group LOS
31.9736.0431.9840.687.567.5452.685.898.5453.26d, Delay for Lane Group [s/veh]
0.260.100.260.530.360.360.640.050.450.49X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.440.180.441.870.840.829.930.090.639.66d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
31.5335.8531.5538.826.726.7242.755.807.9043.60d1, Uniform Delay [s]
30923231423212111240661028230337c, Capacity [veh/h]
1691131617181318182718701781158935601781s, saturation flow rate [veh/h]
0.050.020.050.090.240.240.020.030.290.01(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.180.660.660.040.650.650.02g / C, Green / Cycle
161616166060358582g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.26 8.54 5.89 52.68 7.55 7.56 40.68 31.98 31.98 36.04 31.97 31.97
Movement LOS D A A D A A D C C D C C
d_A, Approach Delay [s/veh]9.14 9.59 37.20 32.88
Approach LOS A A D C
d_I, Intersection Delay [s/veh]12.83
Intersection LOS B
Intersection V/C 0.470
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.973 3.100 2.061 2.032
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 533 578 578
d_b, Bicycle Delay [s]31.25 24.20 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.470 2.325 1.898 1.730
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.021Volume to Capacity (v/c):
BLevel Of Service:
13.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000001000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 1Jacaranda AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
212623045964091200Total Analysis Volume [veh/h]
566101152102300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
202493043664091100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
202500316409000Site-Generated Trips [veh/h]
01600440000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
02003034700001100Base Volume Input [veh/h]
Highland AveHighland AveDriveway 1Jacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.45d_I, Intersection Delay [s/veh]
AABAApproach LOS
0.090.1012.249.73d_A, Approach Delay [s/veh]
0.000.100.210.000.000.351.961.961.961.181.181.1895th-Percentile Queue Length [ft/ln]
0.000.000.010.000.000.010.080.080.080.050.050.0595th-Percentile Queue Length [veh/ln]
AAAAAAACBACBMovement LOS
0.000.008.290.000.007.839.2715.8913.569.7315.9314.65d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.000.000.000.020.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.204Volume to Capacity (v/c):
BLevel Of Service:
11.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 2Tokay AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4727640447331101181200Total Analysis Volume [veh/h]
12691011283029300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
4526240425311001121100Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0000000036000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
45350093110076000Site-Generated Trips [veh/h]
01600440000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.00001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
02034035800001100Base Volume Input [veh/h]
Highland AveHighland AveDriveway 2Tokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0100010001000100Pedestrian Clearance [s]
0500500120090Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
032270201504300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
33.7534.490.0039.7039.7037.989.75120.1810.6495th-Percentile Queue Length [ft/ln]
1.351.380.001.591.591.520.394.810.4395th-Percentile Queue Length [veh/ln]
18.7519.160.0022.0622.0621.105.4266.775.9150th-Percentile Queue Length [ft/ln]
0.750.770.000.880.880.840.222.670.2450th-Percentile Queue Length [veh/ln]
NoNoNoNoYesNoNoYesNoCritical Lane Group
AAFAADCDCLane Group LOS
4.584.550.003.883.8852.6934.1941.5934.22d, Delay for Lane Group [s/veh]
0.130.1210000.00.160.160.590.050.530.06X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.210.190.000.260.269.670.101.950.11d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.110.110.110.11k, delay calibration
4.374.360.003.623.6243.0334.0839.6434.11d1, Uniform Delay [s]
1249131401372137256211223211c, Capacity [veh/h]
17771870943187018701781158914021589s, saturation flow rate [veh/h]
0.090.090.000.120.120.020.010.080.01(v / s)_i Volume / Saturation Flow Rate
0.700.700.700.730.730.030.130.130.13g / C, Green / Cycle
63636366663121212g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLCCLCLCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 34.22 34.22 41.59 34.19 34.19 52.69 3.88 3.88 0.00 4.56 4.58
Movement LOS C C D C C D A A A A A
d_A, Approach Delay [s/veh]34.22 40.96 7.23 4.51
Approach LOS C D A A
d_I, Intersection Delay [s/veh]11.22
Intersection LOS B
Intersection V/C 0.204
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 16.0 13.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 30.42 32.94
I_p,int, Pedestrian LOS Score for Intersection 1.729 1.998 2.518 2.730
Crosswalk LOS A A B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 867 356 622
d_b, Bicycle Delay [s]14.45 14.45 30.42 21.36
I_b,int, Bicycle LOS Score for Intersection 1.579 1.772 1.956 1.829
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.018Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 3Cherimoya AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
9331200578016001300Total Analysis Volume [veh/h]
2378001440400300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95001.00000.95000.95001.00000.95001.00001.00000.95001.00001.0000Peak Hour Factor
8829600549015001200Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
38000360000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
5065008501500000Site-Generated Trips [veh/h]
01600440000000In-Process Volume [veh/h]
1.04001.04001.00001.00001.04001.00001.04001.00001.00001.04001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
02070036900001200Base Volume Input [veh/h]
Highland AveHighland AveDriveway 3Cherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.28d_I, Intersection Delay [s/veh]
AAABApproach LOS
0.000.009.5710.18d_A, Approach Delay [s/veh]
0.000.000.000.000.000.001.520.000.001.400.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.060.000.000.060.000.0095th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.000.000.000.000.000.009.570.000.0010.180.000.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.000.020.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\4 OY CUM WP PM.pdf
Scenario 4 OY CUM WP PMVistro File: K:\...\Fontana Square PM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.80.013NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A9.20.270WB LeftHCM 6th
EditionSignalizedDriveway 2/Tokay Ave at
Highland Ave9
C22.60.090SB LeftHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B13.80.557NB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
D49.60.990SB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
D47.41.004SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
D44.60.983WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B14.80.034SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C17.20.615NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C29.60.545NB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.545Volume to Capacity (v/c):
CLevel Of Service:
29.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1132201271013851239546513414145366Total Analysis Volume [veh/h]
28553225963124116333511316Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.9710Peak Hour Factor
110214123983741199245213013744064Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
66190600062000Site-Generated Trips [veh/h]
10241020141729488733In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
901779075340986143111210541630Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02614038260261202612Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
143.70155.15136.08222.01231.50129.73135.06141.98149.71161.31172.5677.3795th-Percentile Queue Length [ft/ln]
5.756.215.448.889.265.195.405.685.996.456.903.0995th-Percentile Queue Length [veh/ln]
79.8386.1975.60128.91135.9172.0775.0378.8883.1789.6295.8742.9850th-Percentile Queue Length [ft/ln]
3.193.453.025.165.442.883.003.163.333.583.831.7250th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
DDDDDDBBDBBELane Group LOS
36.5636.1249.2341.7741.1147.8513.1513.0951.9915.8515.7255.59d, Delay for Lane Group [s/veh]
0.580.560.800.820.810.770.300.300.850.350.340.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.921.599.015.584.967.760.830.7811.601.161.0513.26d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
34.6434.5340.2236.2036.1440.0912.3212.3140.3914.6914.6642.33d1, Uniform Delay [s]
27531015828931015991497015882389486c, Capacity [veh/h]
166218701781173818701781176218701781172018701781s, saturation flow rate [veh/h]
0.100.090.070.140.130.070.150.150.080.170.160.04(v / s)_i Volume / Saturation Flow Rate
0.170.170.090.170.170.090.520.520.090.480.480.05g / C, Green / Cycle
15158151584747843434g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.59 15.76 15.85 51.99 13.11 13.15 47.85 41.34 41.77 49.23 36.21 36.56
Movement LOS E B B D B B D D D D D D
d_A, Approach Delay [s/veh]19.76 20.62 42.73 39.89
Approach LOS B C D D
d_I, Intersection Delay [s/veh]29.60
Intersection LOS C
Intersection V/C 0.545
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.653 2.661 2.591 2.629
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 756 489
d_b, Bicycle Delay [s]25.69 25.69 17.42 25.69
I_b,int, Bicycle LOS Score for Intersection 2.104 2.132 2.062 1.939
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.615Volume to Capacity (v/c):
CLevel Of Service:
17.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
5847711718126334336673553105Total Analysis Volume [veh/h]
15119295328108161813826Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor
554731101711931409626952299Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000060060Site-Generated Trips [veh/h]
00000002200230In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
534701061611430366606647495Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
17.22Intersection Delay [s/veh]
BCCCApproach LOS
13.5417.6915.7318.83Approach Delay [s/veh]
29.7774.0061.3262.7512.4797.84102.5020.9395th-Percentile Queue Length [ft]
1.192.962.452.510.503.914.100.8495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.290.520.470.470.140.600.610.22Degree of Utilization, x
480502498492459522509474Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.034Volume to Capacity (v/c):
BLevel Of Service:
14.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1657564016913Total Analysis Volume [veh/h]
4144160423Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91100.91100.91100.91100.91100.9110Peak Hour Factor
1552458315812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
03132000Site-Generated Trips [veh/h]
05840000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1441849114812Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.34d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.2113.03d_A, Approach Delay [s/veh]
0.000.000.001.243.673.6795th-Percentile Queue Length [ft/ln]
0.000.000.000.050.150.1595th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.008.7310.5114.77d_M, Delay for Movement [s/veh]
0.000.010.010.020.010.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.983Volume to Capacity (v/c):
DLevel Of Service:
44.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
62617090004801104001787550Total Analysis Volume [veh/h]
157017700012027600447138Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89400.89400.89401.00001.00001.00000.89400.89401.00001.00000.89400.8940Peak Hour Factor
5601634000429987001598492Total Hourly Volume [veh/h]
620000010700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0027000014001324Site-Generated Trips [veh/h]
550780003399009564In-Process Volume [veh/h]
1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5451509000484840001433388Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000032005220Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
709.62241.67241.68504.39532.61605.20249.5195th-Percentile Queue Length [ft/ln]
28.389.679.6720.1821.3024.219.9895th-Percentile Queue Length [veh/ln]
505.14143.46143.46350.81374.02434.31149.3150th-Percentile Queue Length [ft/ln]
20.215.745.7414.0314.9617.375.9750th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoCritical Lane Group
FCCEECDLane Group LOS
75.8322.4022.4064.3857.1730.4441.05d, Delay for Lane Group [s/veh]
1.040.530.530.971.000.940.89X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
47.830.640.6433.7926.2210.774.88d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.490.110.110.500.500.500.11k, delay calibration
28.0021.7621.7630.5930.9519.6736.18d1, Uniform Delay [s]
60067367349511081899615c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.390.200.200.300.310.500.16(v / s)_i Volume / Saturation Flow Rate
0.380.380.380.310.310.530.18g / C, Green / Cycle
34343428284816g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]41.05 30.44 0.00 0.00 57.17 64.38 0.00 0.00 0.00 22.40 22.40 75.83
Movement LOS D C E E C C F
d_A, Approach Delay [s/veh]32.94 59.36 0.00 47.43
Approach LOS C E A D
d_I, Intersection Delay [s/veh]44.58
Intersection LOS D
Intersection V/C 0.983
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.271 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 622 0 756
d_b, Bicycle Delay [s]9.80 21.36 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 3.488 2.955 4.132 3.866
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
1.004Volume to Capacity (v/c):
DLevel Of Service:
47.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00052347860135733144714300Total Analysis Volume [veh/h]
00013111970339831123570Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.94500.94500.94501.00000.94500.94500.94500.94501.0000Peak Hour Factor
00049447430128231342213510Total Hourly Volume [veh/h]
000550000010600Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0002700041025370Site-Generated Trips [veh/h]
00078041013233641240In-Process Volume [veh/h]
1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00042746750106626942211440Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000280062120500Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
515.69428.46412.72256.97231.44950.80770.6395th-Percentile Queue Length [ft/ln]
20.6317.1416.5110.289.2638.0330.8395th-Percentile Queue Length [veh/ln]
352.12289.05276.39154.91131.66690.18574.1550th-Percentile Queue Length [ft/ln]
14.0811.5611.066.205.2727.6122.9750th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
FDDBFFDLane Group LOS
76.7851.9447.9410.3288.4370.9846.66d, Delay for Lane Group [s/veh]
1.030.940.920.591.081.060.98X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
43.7819.6215.851.1347.4348.9825.07d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.320.270.260.500.110.500.50k, delay calibration
33.0032.3332.089.1941.0022.0021.59d1, Uniform Delay [s]
4244644752295307882956c, Capacity [veh/h]
1589174117813560345917251870s, saturation flow rate [veh/h]
0.280.250.250.380.100.540.50(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.640.090.510.51g / C, Green / Cycle
2424245884646g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 55.02 70.98 88.43 10.32 0.00 49.71 51.94 72.73 0.00 0.00 0.00
Movement LOS E E F B D D E
d_A, Approach Delay [s/veh]58.82 25.64 58.89 0.00
Approach LOS E C E A
d_I, Intersection Delay [s/veh]47.35
Intersection LOS D
Intersection V/C 1.004
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.544 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1022 1289 533 0
d_b, Bicycle Delay [s]10.76 5.69 24.20 45.00
I_b,int, Bicycle LOS Score for Intersection 3.196 2.952 3.817 4.132
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.990Volume to Capacity (v/c):
DLevel Of Service:
49.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
453227959731933836811613711171155119Total Analysis Volume [veh/h]
113572424808492290932928930Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor
436218919330732535411173571131111114Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0001242118-13-5-3-2225Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
014019136268000020Site-Generated Trips [veh/h]
883016724172911074158110In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
335167725325621623098127797101257Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03316030130341303110Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
430.1076.00103.3461.72103.72195.90283.49480.10249.6483.50580.54170.9795th-Percentile Queue Length [ft/ln]
17.203.044.132.474.157.8411.3419.209.993.3423.226.8495th-Percentile Queue Length [veh/ln]
290.3742.2257.4134.2957.62109.93175.01330.93144.7846.39406.9494.9950th-Percentile Queue Length [ft/ln]
11.611.692.301.372.304.407.0013.245.791.8616.283.8050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCECDFCFFLane Group LOS
51.6823.3250.3321.3621.9858.1030.7341.5785.3223.7163.2580.95d, Delay for Lane Group [s/veh]
0.930.210.760.180.270.980.660.931.070.231.021.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
21.270.099.210.160.1217.716.0413.4144.821.0732.5338.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.340.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.4123.2241.1221.2021.8640.4024.6928.1540.5022.6430.7242.00d1, Uniform Delay [s]
4851086125532119234655712493465041130119c, Capacity [veh/h]
158935601781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.280.060.050.060.090.100.230.330.110.070.320.07(v / s)_i Volume / Saturation Flow Rate
0.300.300.070.340.340.100.350.350.100.320.320.07g / C, Green / Cycle
27276303093232929296g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]80.95 63.25 23.71 85.32 41.57 30.73 58.10 21.98 21.36 50.33 23.32 51.68
Movement LOS F F C F D C E C C D C D
d_A, Approach Delay [s/veh]61.44 48.01 38.10 43.21
Approach LOS E D D D
d_I, Intersection Delay [s/veh]49.56
Intersection LOS D
Intersection V/C 0.990
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.123 3.399 2.995 2.840
Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 667 578 644
d_b, Bicycle Delay [s]22.05 20.00 22.76 20.67
I_b,int, Bicycle LOS Score for Intersection 2.707 3.127 2.182 2.199
Bicycle LOS B C B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.557Volume to Capacity (v/c):
BLevel Of Service:
13.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
48483947599011711424995137354Total Analysis Volume [veh/h]
12121012152229286122434314Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor
46463745568611210924791131352Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
60000001360140Site-Generated Trips [veh/h]
255751014137351045In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373931374973949063783114945Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
03000300019905141Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
83.2936.9392.5789.26226.25230.4956.8324.81246.9862.7195th-Percentile Queue Length [ft/ln]
3.331.483.703.579.059.222.270.999.882.5195th-Percentile Queue Length [veh/ln]
46.2720.5251.4349.59132.03135.1631.5713.78147.4234.8450th-Percentile Queue Length [ft/ln]
1.850.822.061.985.285.411.260.555.901.3950th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAADAAELane Group LOS
33.6539.2533.9241.529.729.6454.675.739.5855.04d, Delay for Lane Group [s/veh]
0.330.200.360.450.520.520.700.090.580.72X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.670.520.761.611.641.5811.960.171.0712.44d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
32.9838.7333.1639.918.078.0642.715.568.5142.60d1, Uniform Delay [s]
28919129219911881228701048234775c, Capacity [veh/h]
1718128817341299181018701781158935601781s, saturation flow rate [veh/h]
0.060.030.060.070.340.340.030.060.390.03(v / s)_i Volume / Saturation Flow Rate
0.170.170.170.170.660.660.040.660.660.04g / C, Green / Cycle
151515155959459594g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.04 9.58 5.73 54.67 9.67 9.72 41.52 33.92 33.92 39.25 33.65 33.65
Movement LOS E A A D A A D C C D C C
d_A, Approach Delay [s/veh]10.95 11.36 37.41 35.27
Approach LOS B B D D
d_I, Intersection Delay [s/veh]13.80
Intersection LOS B
Intersection V/C 0.557
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.180 3.254 2.099 2.070
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1044 333 578 578
d_b, Bicycle Delay [s]10.27 31.25 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.815 2.639 1.883 1.782
Bicycle LOS C B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.090Volume to Capacity (v/c):
CLevel Of Service:
22.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000001000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 1Jacaranda AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
1855912062156020700Total Analysis Volume [veh/h]
4140301551205200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
1753111059056019700Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1725002756019000Site-Generated Trips [veh/h]
05800400000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
04311105030000700Base Volume Input [veh/h]
Highland AveHighland AveDriveway 1Jacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
0.60d_I, Intersection Delay [s/veh]
AACBApproach LOS
0.180.0720.0810.31d_A, Approach Delay [s/veh]
0.000.480.950.000.000.388.088.088.080.770.770.7795th-Percentile Queue Length [ft/ln]
0.000.020.040.000.000.020.320.320.320.030.030.0395th-Percentile Queue Length [veh/ln]
AAAAAABDCBDCMovement LOS
0.000.008.810.000.008.6511.5627.1122.6310.3125.9521.79d_M, Delay for Movement [s/veh]
0.000.010.010.000.010.010.010.000.090.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.270Volume to Capacity (v/c):
ALevel Of Service:
9.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 2Tokay AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
5357413062028160118700Total Analysis Volume [veh/h]
131433015574029200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
5054512058927150112700Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0000000037000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
502700192715075000Site-Generated Trips [veh/h]
05800400000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
04421205100000700Base Volume Input [veh/h]
Highland AveHighland AveDriveway 2Tokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
010007001700140Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
019450194502600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
59.9061.2516.1954.0854.0832.1314.80121.336.3995th-Percentile Queue Length [ft/ln]
2.402.450.652.162.161.290.594.850.2695th-Percentile Queue Length [veh/ln]
33.2834.039.0030.0530.0517.858.2267.403.5550th-Percentile Queue Length [ft/ln]
1.331.360.361.201.200.710.332.700.1450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
AADAADDDDLane Group LOS
4.364.3454.343.943.9451.8636.4542.1636.07d, Delay for Lane Group [s/veh]
0.230.230.450.220.220.550.090.600.03X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.410.4010.470.370.378.740.242.950.06d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.11k, delay calibration
3.943.9443.873.573.5743.1236.2139.2136.01d1, Uniform Delay [s]
13261366291389138951171196211c, Capacity [veh/h]
181518701781187018701781158914081589s, saturation flow rate [veh/h]
0.170.170.010.170.170.020.010.080.00(v / s)_i Volume / Saturation Flow Rate
0.730.730.020.740.740.030.110.110.11g / C, Green / Cycle
6666167673101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLCCLCLCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.07 36.07 36.07 42.16 36.45 36.45 51.86 3.94 3.94 54.34 4.35 4.36
Movement LOS D D D D D D D A A D A A
d_A, Approach Delay [s/veh]36.07 41.48 6.01 5.36
Approach LOS D D A A
d_I, Intersection Delay [s/veh]9.19
Intersection LOS A
Intersection V/C 0.270
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 1.724 2.000 2.756 2.874
Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 333 333
d_b, Bicycle Delay [s]25.69 25.69 31.25 31.25
I_b,int, Bicycle LOS Score for Intersection 1.571 1.781 2.094 2.088
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.013Volume to Capacity (v/c):
BLevel Of Service:
10.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 3Cherimoya AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
826280074601100800Total Analysis Volume [veh/h]
21157001870300200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95001.00000.95000.95001.00000.95001.00001.00000.95001.00001.0000Peak Hour Factor
785970070901000800Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
43000370000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
3567009401000000Site-Generated Trips [veh/h]
05800400000000In-Process Volume [veh/h]
1.04001.04001.00001.04001.04001.00001.04001.00001.00001.04001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0454005170000800Base Volume Input [veh/h]
Highland AveHighland AveDriveway 3Cherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.14d_I, Intersection Delay [s/veh]
AABBApproach LOS
0.000.0010.7110.84d_A, Approach Delay [s/veh]
0.000.000.000.000.000.001.310.000.000.970.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.050.000.000.040.000.0095th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.000.000.000.0010.710.000.0010.840.000.00d_M, Delay for Movement [s/veh]
0.000.010.000.000.010.000.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CUM WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\5 HY AM.pdf
Scenario 5 HY AMVistro File: K:\...\Fontana Square AM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A9.80.017NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A9.80.016NB RightHCM 6th
EditionTwo-way stopDriveway 2/Tokay Ave at
Highland Ave9
B11.10.020NB RightHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B13.80.443SB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C27.40.739NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C22.60.735SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C23.90.744WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B13.10.007SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
C24.70.775NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C26.20.394SB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.394Volume to Capacity (v/c):
CLevel Of Service:
26.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
72272856614288593644610943982Total Analysis Volume [veh/h]
1868211736221591122711021Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
68258816313584563464410441778Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
68258816313584563464410441778Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02619026190341103411Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
169.09175.3994.3092.8497.4197.1982.7985.3953.39103.03108.8393.3995th-Percentile Queue Length [ft/ln]
6.767.023.773.713.903.893.313.422.144.124.353.7495th-Percentile Queue Length [veh/ln]
93.9497.4452.3951.5854.1154.0045.9947.4429.6657.2460.4651.8850th-Percentile Queue Length [ft/ln]
3.763.902.102.062.162.161.841.901.192.292.422.0850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDDDDDAADAADLane Group LOS
44.1443.1951.9438.2337.8151.609.679.6353.749.289.2353.38d, Delay for Lane Group [s/veh]
0.780.760.770.480.450.770.200.200.670.260.250.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.935.0710.401.671.3610.160.450.4211.010.590.5511.63d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
38.2138.1241.5536.5636.4541.449.229.2142.728.698.6841.76d1, Uniform Delay [s]
216232111212236115102310746810381113105c, Capacity [veh/h]
173818701781167718701781178118701781174418701781s, saturation flow rate [veh/h]
0.100.090.050.060.060.050.120.120.030.150.150.05(v / s)_i Volume / Saturation Flow Rate
0.120.120.060.130.130.060.580.580.040.600.600.06g / C, Green / Cycle
11116111165252354545g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.38 9.25 9.28 53.74 9.64 9.67 51.60 37.91 38.23 51.94 43.52 44.14
Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh]15.00 13.97 42.05 45.29
Approach LOS B B D D
d_I, Intersection Delay [s/veh]26.25
Intersection LOS C
Intersection V/C 0.394
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.599 2.579 2.509 2.514
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]667 667 489 489
d_b, Bicycle Delay [s]20.00 20.00 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 2.079 1.947 1.804 1.914
Bicycle LOS B A A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.775Volume to Capacity (v/c):
CLevel Of Service:
24.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
50217652232866074167715197Total Analysis Volume [veh/h]
13144131822152101717949Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor
46216148229795563861655180Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
46216148229795563861655180Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
24.70Intersection Delay [s/veh]
CBDDApproach LOS
19.0413.1325.0326.79Approach Delay [s/veh]
70.4017.89134.61141.707.42167.06173.7151.0095th-Percentile Queue Length [ft]
2.820.725.385.670.306.686.952.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.510.200.700.720.090.760.780.42Degree of Utilization, x
448441497485454513505470Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.007Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4400458013Total Analysis Volume [veh/h]
1100114001Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
4380435013Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4380435013Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.06d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0012.48d_A, Approach Delay [s/veh]
0.000.000.000.000.620.6295th-Percentile Queue Length [ft/ln]
0.000.000.000.000.020.0295th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.008.1210.6113.10d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.744Volume to Capacity (v/c):
CLevel Of Service:
23.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
381131800044871100983541Total Analysis Volume [veh/h]
9507900011217800246135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
362130200042667500934514Total Hourly Volume [veh/h]
400000010700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
402130200053367500934514Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000031005221Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
345.10123.54123.51310.65220.00173.75244.2095th-Percentile Queue Length [ft/ln]
13.804.944.9412.438.806.959.7795th-Percentile Queue Length [veh/ln]
222.7368.6368.62195.88127.4496.53145.3450th-Percentile Queue Length [ft/ln]
8.912.752.747.845.103.865.8150th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
DCCCCADLane Group LOS
41.6426.7126.7126.5920.128.6240.33d, Delay for Lane Group [s/veh]
0.890.330.330.670.480.430.88X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
10.130.400.405.391.100.604.28d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.190.110.110.500.500.500.11k, delay calibration
31.5026.3126.3121.2019.028.0336.06d1, Uniform Delay [s]
43048248266514902281615c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.240.090.090.280.200.280.16(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.420.420.640.18g / C, Green / Cycle
24242438385816g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.33 8.62 0.00 0.00 20.12 26.59 0.00 0.00 0.00 26.71 26.71 41.64
Movement LOS D A C C C C D
d_A, Approach Delay [s/veh]19.88 22.62 0.00 34.83
Approach LOS B C A C
d_I, Intersection Delay [s/veh]23.91
Intersection LOS C
Intersection V/C 0.744
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.251 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 600 0 756
d_b, Bicycle Delay [s]9.80 22.05 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 2.817 2.604 4.132 2.781
Bicycle LOS C B D C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.735Volume to Capacity (v/c):
CLevel Of Service:
22.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0003718340108452864359580Total Analysis Volume [veh/h]
00093211000211721092390Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
0003527938108032724139100Total Hourly Volume [veh/h]
000390000010300Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0003917938108032725169100Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000340056130430Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
253.74256.46257.38103.84143.74390.89359.8195th-Percentile Queue Length [ft/ln]
10.1510.2610.304.155.7515.6414.3995th-Percentile Queue Length [veh/ln]
152.48154.52155.2257.6979.85258.94234.3050th-Percentile Queue Length [ft/ln]
6.106.186.212.313.1910.369.3750th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADCBLane Group LOS
38.8237.1736.785.7144.7820.5917.67d, Delay for Lane Group [s/veh]
0.820.780.770.340.830.750.67X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.983.663.370.375.055.383.46d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.500.50k, delay calibration
33.8433.5133.415.3439.7415.2014.21d1, Uniform Delay [s]
33736837724903469351038c, Capacity [veh/h]
1589173617813560345916841870s, saturation flow rate [veh/h]
0.170.170.160.240.080.410.37(v / s)_i Volume / Saturation Flow Rate
0.210.210.210.700.100.560.56g / C, Green / Cycle
1919196395050g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 18.47 20.59 44.78 5.71 0.00 36.89 37.17 38.43 0.00 0.00 0.00
Movement LOS B C D A D D D
d_A, Approach Delay [s/veh]19.13 15.59 37.57 0.00
Approach LOS B B D A
d_I, Intersection Delay [s/veh]22.61
Intersection LOS C
Intersection V/C 0.735
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.406 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 1156 667 0
d_b, Bicycle Delay [s]14.45 8.02 20.00 45.00
I_b,int, Bicycle LOS Score for Intersection 2.794 2.493 3.035 4.132
Bicycle LOS C B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.739Volume to Capacity (v/c):
CLevel Of Service:
27.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
246180525119828317283830597100660Total Analysis Volume [veh/h]
62451313497143209762425215Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
23417149481882691637962909295657Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
23417149481882691637962909295657Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03314033140331402910Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
232.13156.6259.8137.0773.01139.8285.28223.93150.8453.62316.0271.3395th-Percentile Queue Length [ft/ln]
9.296.262.391.482.925.593.418.966.032.1412.642.8595th-Percentile Queue Length [veh/ln]
136.3787.0133.2320.6040.5677.6847.38130.3283.8029.79200.0439.6350th-Percentile Queue Length [ft/ln]
5.453.481.330.821.623.111.905.213.351.198.001.5950th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDBBDBCELane Group LOS
42.2934.5154.0626.7127.3543.4913.6216.0743.4516.1322.8057.52d, Delay for Lane Group [s/veh]
0.850.530.700.130.230.790.220.480.810.140.660.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
6.731.2611.480.150.134.050.650.934.240.442.2714.92d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
35.5533.2542.5826.5527.2239.4412.9815.1339.2115.6920.5442.60d1, Uniform Delay [s]
291342743888703567831755376680152378c, Capacity [veh/h]
158918701781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.150.100.030.030.060.080.110.240.090.060.280.03(v / s)_i Volume / Saturation Flow Rate
0.180.180.040.240.240.100.490.490.110.430.430.04g / C, Green / Cycle
161642222944441039394g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]57.52 22.80 16.13 43.45 16.07 13.62 43.49 27.35 26.71 54.06 34.51 42.29
Movement LOS E C B D B B D C C D C D
d_A, Approach Delay [s/veh]24.04 22.10 35.87 40.64
Approach LOS C C D D
d_I, Intersection Delay [s/veh]27.39
Intersection LOS C
Intersection V/C 0.739
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.967 3.191 2.793 2.617
Crosswalk LOS C C C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 644 644 644
d_b, Bicycle Delay [s]23.47 20.67 20.67 20.67
I_b,int, Bicycle LOS Score for Intersection 2.519 2.644 1.999 2.348
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.443Volume to Capacity (v/c):
BLevel Of Service:
13.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
525236385911455755569894017Total Analysis Volume [veh/h]
13139915281418914242354Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
494934365610852717539389316Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
494934365610852717539389316Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
030003000284101932Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
87.6332.5481.19112.54126.78129.5365.3828.63168.2620.5295th-Percentile Queue Length [ft/ln]
3.511.303.254.505.075.182.621.156.730.8295th-Percentile Queue Length [veh/ln]
48.6818.0845.1162.5270.4371.9636.3215.9193.4811.4050th-Percentile Queue Length [ft/ln]
1.950.721.802.502.822.881.450.643.740.4650th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAAEAADLane Group LOS
31.9536.4731.7140.767.557.5355.636.628.7753.50d, Delay for Lane Group [s/veh]
0.320.160.290.510.330.330.740.100.420.48X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.550.310.481.790.750.7313.040.190.579.84d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
31.4036.1631.2338.976.806.8042.596.438.2043.65d1, Uniform Delay [s]
32723133322411991228761007225635c, Capacity [veh/h]
1718129817491290182618701781158935601781s, saturation flow rate [veh/h]
0.060.030.060.090.220.220.030.060.260.01(v / s)_i Volume / Saturation Flow Rate
0.190.190.190.190.660.660.040.630.630.02g / C, Green / Cycle
171717175959457572g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.50 8.77 6.62 55.63 7.54 7.55 40.76 31.71 31.71 36.47 31.95 31.95
Movement LOS D A A E A A D C C D C C
d_A, Approach Delay [s/veh]9.29 10.65 36.60 33.12
Approach LOS A B D C
d_I, Intersection Delay [s/veh]13.81
Intersection LOS B
Intersection V/C 0.443
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.965 3.040 2.069 2.076
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 533 578 578
d_b, Bicycle Delay [s]31.25 24.20 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.430 2.274 1.908 1.791
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.020Volume to Capacity (v/c):
BLevel Of Service:
11.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveJacaranda AveName
Intersection Setup
000Pedestrian Volume [ped/h]
40430461120Total Analysis Volume [veh/h]
1011011530Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
38430438110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
38430438110Base Volume Input [veh/h]
Highland AveHighland AveJacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.18d_I, Intersection Delay [s/veh]
AABApproach LOS
0.060.0011.12d_A, Approach Delay [s/veh]
0.210.210.000.001.531.5395th-Percentile Queue Length [ft/ln]
0.010.010.000.000.060.0695th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.008.280.000.0011.1216.36d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.016Volume to Capacity (v/c):
ALevel Of Service:
9.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.00100.000.000.000.00Exit Pocket Length [ft]
001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
010000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveTokay AveName
Intersection Setup
000Pedestrian Volume [ped/h]
40740473120Total Analysis Volume [veh/h]
1021011830Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
38740449110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
38740449110Base Volume Input [veh/h]
Highland AveHighland AveTokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.17d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.080.009.78d_A, Approach Delay [s/veh]
0.000.280.000.001.191.1995th-Percentile Queue Length [ft/ln]
0.000.010.000.000.050.0595th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.008.330.000.009.7814.53d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.017Volume to Capacity (v/c):
ALevel Of Service:
9.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveCherimoya AveName
Intersection Setup
000Pedestrian Volume [ped/h]
41200484130Total Analysis Volume [veh/h]
1030012130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95001.00000.95000.95000.95001.0000Peak Hour Factor
39100460120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39100460120Base Volume Input [veh/h]
Highland AveHighland AveCherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
AIntersection LOS
0.14d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.000.009.83d_A, Approach Delay [s/veh]
0.000.000.000.001.310.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.050.0095th-Percentile Queue Length [veh/ln]
AAAAMovement LOS
0.000.000.000.009.830.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\5 HY PM.pdf
Scenario 5 HY PMVistro File: K:\...\Fontana Square PM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B11.20.014NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
B11.10.012NB RightHCM 6th
EditionTwo-way stopDriveway 2/Tokay Ave at
Highland Ave9
B14.50.018NB RightHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B16.60.596SB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
D48.70.980SB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
E67.01.032SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
D35.40.921WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
C18.40.046SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
D25.20.807NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C30.60.690NB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.690Volume to Capacity (v/c):
CLevel Of Service:
30.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1072691651674551239558012818863374Total Analysis Volume [veh/h]
276741421143124145324715819Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.9710Peak Hour Factor
1042611601624421199256312418361572Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1042611601624421199256312418361572Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02614038260261202612Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
147.12158.63174.49264.18281.67129.73200.83207.90139.17261.97277.8085.1895th-Percentile Queue Length [ft/ln]
5.886.356.9810.5711.275.198.038.325.5710.4811.113.4195th-Percentile Queue Length [veh/ln]
81.7388.1396.94160.35173.6272.07113.48118.6077.31158.68170.6747.3250th-Percentile Queue Length [ft/ln]
3.273.533.886.416.942.884.544.743.096.356.831.8950th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
CCDDDDBBDCCDLane Group LOS
30.8930.7248.0140.0039.3547.8518.2018.1249.6122.9122.6754.16d, Delay for Lane Group [s/veh]
0.470.460.830.850.840.770.410.410.810.550.550.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.880.778.825.665.037.761.551.479.363.012.7812.14d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.0129.9539.1934.3534.3140.0916.6516.6440.2519.8919.8942.02d1, Uniform Delay [s]
38642719835138615980284315871777896c, Capacity [veh/h]
169318701781170118701781177918701781172518701781s, saturation flow rate [veh/h]
0.110.100.090.170.170.070.190.180.070.230.230.04(v / s)_i Volume / Saturation Flow Rate
0.230.230.110.210.210.090.450.450.090.420.420.05g / C, Green / Cycle
212110191984141837375g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.16 22.75 22.91 49.61 18.15 18.20 47.85 39.54 40.00 48.01 30.76 30.89
Movement LOS D C C D B B D D D D C C
d_A, Approach Delay [s/veh]25.38 23.17 41.01 36.05
Approach LOS C C D D
d_I, Intersection Delay [s/veh]30.62
Intersection LOS C
Intersection V/C 0.690
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.771 2.735 2.647 2.685
Crosswalk LOS C B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 756 489
d_b, Bicycle Delay [s]25.69 25.69 17.42 25.69
I_b,int, Bicycle LOS Score for Intersection 2.298 2.222 2.174 2.006
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.807Volume to Capacity (v/c):
DLevel Of Service:
25.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
5647413118149364937483688115Total Analysis Volume [veh/h]
14119335379123192117229Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor
5347012417141344657078649109Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5347012417141344657078649109Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
DIntersection LOS
25.18Intersection Delay [s/veh]
BCCDApproach LOS
14.7323.4119.6931.10Approach Delay [s/veh]
31.81109.9087.8489.8915.45180.77189.4625.3895th-Percentile Queue Length [ft]
1.274.403.513.600.627.237.581.0295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.300.640.570.580.170.790.810.26Degree of Utilization, x
440466462456429488478447Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.046Volume to Capacity (v/c):
CLevel Of Service:
18.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1659978916813Total Analysis Volume [veh/h]
4150197423Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
1556975015812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1556975015812Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
0.34d_I, Intersection Delay [s/veh]
AACApproach LOS
0.000.1716.34d_A, Approach Delay [s/veh]
0.000.000.001.264.944.9495th-Percentile Queue Length [ft/ln]
0.000.000.000.050.200.2095th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.000.000.008.7912.9618.42d_M, Delay for Movement [s/veh]
0.000.010.010.020.020.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.921Volume to Capacity (v/c):
DLevel Of Service:
35.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
58916390004631024001668493Total Analysis Volume [veh/h]
147016000011625600417123Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
5601607000440973001585468Total Hourly Volume [veh/h]
620000011000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6221607000550973001585468Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000032005220Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
590.80218.06218.07434.73418.35513.62226.7695th-Percentile Queue Length [ft/ln]
23.638.728.7217.3916.7320.549.0795th-Percentile Queue Length [veh/ln]
422.29126.01126.02294.10280.91358.39132.4050th-Percentile Queue Length [ft/ln]
16.895.045.0411.7611.2414.345.3050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoCritical Lane Group
ECCDDCDLane Group LOS
57.8621.7621.7650.4439.2524.5940.56d, Delay for Lane Group [s/veh]
0.980.480.480.900.890.880.86X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
30.180.520.5221.3910.356.164.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.440.110.110.500.500.500.11k, delay calibration
27.6821.2421.2429.0528.9018.4436.56d1, Uniform Delay [s]
60067367351411521899572c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.370.180.180.290.290.470.14(v / s)_i Volume / Saturation Flow Rate
0.380.380.380.320.320.530.16g / C, Green / Cycle
34343429294815g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.56 24.59 0.00 0.00 39.25 50.44 0.00 0.00 0.00 21.76 21.76 57.86
Movement LOS D C D D C C E
d_A, Approach Delay [s/veh]28.24 42.74 0.00 39.06
Approach LOS C D A D
d_I, Intersection Delay [s/veh]35.39
Intersection LOS D
Intersection V/C 0.921
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.237 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 622 0 756
d_b, Bicycle Delay [s]9.80 21.36 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 3.342 2.877 4.132 3.690
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
1.032Volume to Capacity (v/c):
ELevel Of Service:
67.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0004952978000130636742313830Total Analysis Volume [veh/h]
000124742000327921063460Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
0004702827600124134940213140Total Hourly Volume [veh/h]
000520000010100Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0005222827600124134950313140Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000280062120500Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
747.60824.68715.12244.37310.12830.67684.0795th-Percentile Queue Length [ft/ln]
29.9032.9928.609.7712.4033.2327.3695th-Percentile Queue Length [veh/ln]
501.51562.08489.07145.47181.80612.83500.6050th-Percentile Queue Length [ft/ln]
20.0622.4819.565.827.2724.5120.0250th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
FFFBFFDLane Group LOS
127.54123.33105.4510.02135.4058.2239.28d, Delay for Lane Group [s/veh]
1.171.161.120.571.191.020.94X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
94.5490.3372.451.0394.4036.2218.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.400.400.370.500.110.500.50k, delay calibration
33.0033.0033.008.9841.0022.0020.80d1, Uniform Delay [s]
4244874752295307883956c, Capacity [veh/h]
1589182717813560345917271870s, saturation flow rate [veh/h]
0.310.310.300.370.110.520.48(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.640.090.510.51g / C, Green / Cycle
2424245884646g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 45.85 58.22 135.40 10.02 0.00 111.33 123.33 127.54 0.00 0.00 0.00
Movement LOS D E F B F F F
d_A, Approach Delay [s/veh]48.75 37.52 118.68 0.00
Approach LOS D D F A
d_I, Intersection Delay [s/veh]67.00
Intersection LOS E
Intersection V/C 1.032
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.607 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1022 1289 533 0
d_b, Bicycle Delay [s]10.76 5.69 24.20 45.00
I_b,int, Bicycle LOS Score for Intersection 3.133 2.940 4.272 4.132
Bicycle LOS C C E D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.980Volume to Capacity (v/c):
DLevel Of Service:
48.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
453304125884472802791175376131117877Total Analysis Volume [veh/h]
1137631221127070294943329419Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor
436292120854302692681130362126113374Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
436292120854302692681130362126113374Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03316030130341303110Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
428.74221.18133.1057.65156.95139.61205.18470.65259.7094.71619.8287.6095th-Percentile Queue Length [ft/ln]
17.158.855.322.316.285.588.2118.8310.393.7924.793.5095th-Percentile Queue Length [veh/ln]
289.28128.3073.9432.0387.2077.56116.62323.23151.2252.62432.3048.6750th-Percentile Queue Length [ft/ln]
11.575.132.961.283.493.104.6612.936.052.1017.291.9550th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDCDFCFDLane Group LOS
51.3326.6948.6622.4124.2644.2025.2238.9290.6824.1569.9354.03d, Delay for Lane Group [s/veh]
0.930.530.790.170.400.810.490.911.090.261.040.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
20.970.778.480.160.234.542.9311.4950.181.2539.1912.10d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.340.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.3625.9240.1822.2524.0339.6622.2927.4240.5022.8930.7541.94d1, Uniform Delay [s]
48657115850311273465741285346503112899c, Capacity [veh/h]
158918701781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.280.160.070.060.130.080.180.330.110.080.330.04(v / s)_i Volume / Saturation Flow Rate
0.310.310.090.320.320.100.360.360.100.320.320.06g / C, Green / Cycle
27278292993333929295g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.03 69.93 24.15 90.68 38.92 25.22 44.20 24.26 22.41 48.66 26.69 51.33
Movement LOS D F C F D C D C C D C D
d_A, Approach Delay [s/veh]64.72 47.46 30.91 42.46
Approach LOS E D C D
d_I, Intersection Delay [s/veh]48.69
Intersection LOS D
Intersection V/C 0.980
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.131 3.377 2.904 2.838
Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 667 578 644
d_b, Bicycle Delay [s]22.05 20.00 22.76 20.67
I_b,int, Bicycle LOS Score for Intersection 2.703 3.069 2.232 3.015
Bicycle LOS B C B C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.596Volume to Capacity (v/c):
BLevel Of Service:
16.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
829386478690117112960157135954Total Analysis Volume [veh/h]
20232112212229282153934014Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor
788982458286112107957150129952Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
788982458286112107957150129952Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
03000300019905141Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
150.7981.03110.7889.05256.47261.4471.7951.74285.3163.3295th-Percentile Queue Length [ft/ln]
6.033.244.433.5610.2610.462.872.0711.412.5395th-Percentile Queue Length [veh/ln]
83.7745.0261.5549.47154.54158.2739.8828.74176.4035.1850th-Percentile Queue Length [ft/ln]
3.351.802.461.986.186.331.601.157.061.4150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoNoYesNoYesNoCritical Lane Group
CDCDBBEABELane Group LOS
32.3838.1231.0941.1211.9511.8558.157.7612.1355.95d, Delay for Lane Group [s/veh]
0.490.370.360.450.550.550.780.160.620.74X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.010.960.601.601.951.8715.520.351.3413.29d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
31.3637.1630.4939.5210.009.9842.637.4110.7942.66d1, Uniform Delay [s]
3602343671991116115477977218973c, Capacity [veh/h]
1727125617601209180918701781158935601781s, saturation flow rate [veh/h]
0.100.070.080.070.340.340.030.100.380.03(v / s)_i Volume / Saturation Flow Rate
0.210.210.210.210.620.620.040.620.620.04g / C, Green / Cycle
191919195656455554g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.95 12.13 7.76 58.15 11.90 11.95 41.12 31.09 31.09 38.12 32.38 32.38
Movement LOS E B A E B B D C C D C C
d_A, Approach Delay [s/veh]13.20 14.03 35.14 34.27
Approach LOS B B D C
d_I, Intersection Delay [s/veh]16.61
Intersection LOS B
Intersection V/C 0.596
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.267 3.259 2.126 2.156
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1044 333 578 578
d_b, Bicycle Delay [s]10.27 31.25 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.855 2.637 1.928 1.990
Bicycle LOS C B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.018Volume to Capacity (v/c):
BLevel Of Service:
14.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveJacaranda AveName
Intersection Setup
000Pedestrian Volume [ped/h]
61312080270Total Analysis Volume [veh/h]
1533020120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
58211076270Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
58211076270Base Volume Input [veh/h]
Highland AveHighland AveJacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.15d_I, Intersection Delay [s/veh]
AABApproach LOS
0.180.0014.55d_A, Approach Delay [s/veh]
1.111.110.000.001.391.3995th-Percentile Queue Length [ft/ln]
0.040.040.000.000.060.0695th-Percentile Queue Length [veh/ln]
AAAABDMovement LOS
0.009.450.000.0014.5530.31d_M, Delay for Movement [s/veh]
0.010.010.000.010.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.012Volume to Capacity (v/c):
BLevel Of Service:
11.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.00100.000.000.000.00Exit Pocket Length [ft]
001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
010000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveTokay AveName
Intersection Setup
000Pedestrian Volume [ped/h]
62413080970Total Analysis Volume [veh/h]
1563020220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
59312076970Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
59312076970Base Volume Input [veh/h]
Highland AveHighland AveTokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.14d_I, Intersection Delay [s/veh]
AABApproach LOS
0.190.0011.12d_A, Approach Delay [s/veh]
0.001.220.000.000.890.8995th-Percentile Queue Length [ft/ln]
0.000.050.000.000.040.0495th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.009.500.000.0011.1224.08d_M, Delay for Movement [s/veh]
0.010.020.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.014Volume to Capacity (v/c):
BLevel Of Service:
11.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Highland AveHighland AveCherimoya AveName
Intersection Setup
000Pedestrian Volume [ped/h]
6370081780Total Analysis Volume [veh/h]
1590020420Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95001.00000.95000.95000.95001.0000Peak Hour Factor
6050077680Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6050077680Base Volume Input [veh/h]
Highland AveHighland AveCherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.06d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0011.16d_A, Approach Delay [s/veh]
0.000.000.000.001.030.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.040.0095th-Percentile Queue Length [veh/ln]
AAABMovement LOS
0.000.000.000.0011.160.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 5: 5 HY PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\6 HY WP AM.pdf
Scenario 6 HY WP AMVistro File: K:\...\Fontana Square AM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.30.019NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A10.00.237WB LeftHCM 6th
EditionSignalizedDriveway 2/Tokay Ave at
Highland Ave9
C16.70.029SB LeftHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B14.20.453SB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
C29.40.759NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
C23.20.761SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
C24.30.752WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
B12.50.006SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
D25.30.785NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C26.80.413SB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.413Volume to Capacity (v/c):
CLevel Of Service:
26.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
782781036614988593645413443982Total Analysis Volume [veh/h]
1969261737221591133311021Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
74264986314284563465112741778Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
66170700072300Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
68258816313584563464410441778Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02619026190341103411Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
174.30181.70111.7298.08102.7197.1983.7886.4563.67110.87118.4493.3995th-Percentile Queue Length [ft/ln]
6.977.274.473.924.113.893.353.462.554.434.743.7495th-Percentile Queue Length [veh/ln]
96.83100.9562.0754.4957.0654.0046.5448.0335.3761.5965.8051.8850th-Percentile Queue Length [ft/ln]
3.874.042.482.182.282.161.861.921.412.462.632.0850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDDDDDAAEAADLane Group LOS
43.9843.0350.1939.5339.0151.609.839.7955.629.739.6653.38d, Delay for Lane Group [s/veh]
0.780.770.780.530.500.770.200.200.730.270.270.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.945.089.292.171.7710.160.450.4312.980.660.6011.63d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
38.0437.9540.9137.3537.2441.449.389.3642.649.079.0541.76d1, Uniform Delay [s]
221239133198220115101710687410141101105c, Capacity [veh/h]
173218701781168218701781178118701781172218701781s, saturation flow rate [veh/h]
0.100.100.060.060.060.050.120.120.030.160.160.05(v / s)_i Volume / Saturation Flow Rate
0.130.130.070.120.120.060.570.570.040.590.590.06g / C, Green / Cycle
11117111165151453535g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.38 9.68 9.73 55.62 9.81 9.83 51.60 39.14 39.53 50.19 43.36 43.98
Movement LOS D A A E A A D D D D D D
d_A, Approach Delay [s/veh]15.16 15.00 42.84 45.00
Approach LOS B B D D
d_I, Intersection Delay [s/veh]26.78
Intersection LOS C
Intersection V/C 0.413
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.610 2.583 2.513 2.534
Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]667 667 489 489
d_b, Bicycle Delay [s]20.00 20.00 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 2.100 1.953 1.810 1.938
Bicycle LOS B A A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.785Volume to Capacity (v/c):
DLevel Of Service:
25.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
50217652232866154167722197Total Analysis Volume [veh/h]
13144131822154101718049Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor
46216148229795633861661180Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000070060Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
46216148229795563861655180Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
DIntersection LOS
25.34Intersection Delay [s/veh]
CBDDApproach LOS
19.2113.2025.7327.53Approach Delay [s/veh]
71.0418.00139.10146.387.44172.07178.8751.2395th-Percentile Queue Length [ft]
2.840.725.565.860.306.887.152.0595th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.510.200.710.730.090.770.780.42Degree of Utilization, x
446439495483452511503469Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.006Volume to Capacity (v/c):
BLevel Of Service:
12.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
4431497013Total Analysis Volume [veh/h]
1108124001Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
4409472013Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02937000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4380435013Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.05d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0011.77d_A, Approach Delay [s/veh]
0.000.000.000.000.560.5695th-Percentile Queue Length [ft/ln]
0.000.000.000.000.020.0295th-Percentile Queue Length [veh/ln]
AAAAABMovement LOS
0.000.000.008.219.6312.48d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.752Volume to Capacity (v/c):
CLevel Of Service:
24.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
381134900044872700995565Total Analysis Volume [veh/h]
9508700011218200249141Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
362133200042669100945537Total Hourly Volume [veh/h]
400000010700000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0030000016001123Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
402130200053367500934514Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000031005221Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
344.33136.82136.79315.20227.68177.22253.4995th-Percentile Queue Length [ft/ln]
13.775.475.4712.619.117.0910.1495th-Percentile Queue Length [veh/ln]
222.1276.0175.99199.41133.0898.46152.3050th-Percentile Queue Length [ft/ln]
8.883.043.047.985.323.946.0950th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
DCCCCADLane Group LOS
41.4226.9726.9827.3620.748.7040.43d, Delay for Lane Group [s/veh]
0.880.360.360.680.500.440.89X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
9.970.460.465.711.200.614.57d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.190.110.110.500.500.500.11k, delay calibration
31.4526.5226.5221.6519.548.0935.86d1, Uniform Delay [s]
43148348365514682279634c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.240.100.100.280.200.280.16(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.410.410.640.18g / C, Green / Cycle
24242437375817g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.43 8.70 0.00 0.00 20.74 27.36 0.00 0.00 0.00 26.98 26.97 41.42
Movement LOS D A C C C C D
d_A, Approach Delay [s/veh]20.19 23.26 0.00 34.50
Approach LOS C C A C
d_I, Intersection Delay [s/veh]24.25
Intersection LOS C
Intersection V/C 0.752
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.263 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 600 0 756
d_b, Bicycle Delay [s]9.80 22.05 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 2.847 2.617 4.132 2.832
Bicycle LOS C B D C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.761Volume to Capacity (v/c):
CLevel Of Service:
23.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0003998340108942864549940Total Analysis Volume [veh/h]
000100211000223721132480Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
0003797938108492724319440Total Hourly Volume [veh/h]
000420000010800Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0003000046023340Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0003917938108032725169100Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000340056130430Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
262.34261.58261.91116.80143.74427.01388.8095th-Percentile Queue Length [ft/ln]
10.4910.4610.484.675.7517.0815.5595th-Percentile Queue Length [veh/ln]
158.95158.38158.6364.8979.85287.88257.2750th-Percentile Queue Length [ft/ln]
6.366.346.352.603.1911.5210.2950th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoCritical Lane Group
DDDADCBLane Group LOS
38.8236.7636.226.1044.7822.8019.12d, Delay for Lane Group [s/veh]
0.830.780.770.360.830.780.71X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.303.613.210.415.056.664.11d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.500.50k, delay calibration
33.5233.1533.015.6939.7416.1415.01d1, Uniform Delay [s]
34837839024653469221024c, Capacity [veh/h]
1589172617813560345916841870s, saturation flow rate [veh/h]
0.180.170.170.250.080.430.39(v / s)_i Volume / Saturation Flow Rate
0.220.220.220.690.100.550.55g / C, Green / Cycle
2020206294949g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 20.12 22.80 44.78 6.10 0.00 36.37 36.76 38.27 0.00 0.00 0.00
Movement LOS C C D A D D D
d_A, Approach Delay [s/veh]20.96 15.48 37.25 0.00
Approach LOS C B D A
d_I, Intersection Delay [s/veh]23.21
Intersection LOS C
Intersection V/C 0.761
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.418 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 1156 667 0
d_b, Bicycle Delay [s]14.45 8.02 20.00 45.00
I_b,int, Bicycle LOS Score for Intersection 2.843 2.533 3.086 4.132
Bicycle LOS C B C D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.759Volume to Capacity (v/c):
CLevel Of Service:
29.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
246197528121436426882530195985107Total Analysis Volume [veh/h]
62491320539167206752424627Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
234187497720334625578428690936102Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0001242016-12-4-2-2022Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
016017115776000023Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
23417149481882691637962909295657Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03314033140331402910Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
231.6080.1959.0259.3378.26197.33156.40235.75148.8153.36313.01131.6495th-Percentile Queue Length [ft/ln]
9.263.212.362.373.137.896.269.435.952.1312.525.2795th-Percentile Queue Length [veh/ln]
135.9844.5532.7932.9643.48110.9586.89139.0682.6729.65197.7173.1350th-Percentile Queue Length [ft/ln]
5.441.781.311.321.744.443.485.563.311.197.912.9350th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCDBBDBCELane Group LOS
42.0132.0052.8726.7726.9151.7917.1518.1343.4416.5623.2462.17d, Delay for Lane Group [s/veh]
0.840.300.690.200.240.950.370.500.810.140.660.90X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
6.530.2610.380.250.1412.051.411.104.190.452.2920.46d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
35.4831.7542.4926.5226.7839.7415.7417.0339.2516.1120.9441.71d1, Uniform Delay [s]
2926547640189838473216413726671495119c, Capacity [veh/h]
158935601781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.150.060.030.050.060.110.170.230.090.060.280.06(v / s)_i Volume / Saturation Flow Rate
0.180.180.040.250.250.110.460.460.110.420.420.07g / C, Green / Cycle
1616423231042421038386g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]62.17 23.24 16.56 43.44 18.13 17.15 51.79 26.91 26.77 52.87 32.00 42.01
Movement LOS E C B D B B D C C D C D
d_A, Approach Delay [s/veh]26.21 23.41 40.63 39.17
Approach LOS C C D D
d_I, Intersection Delay [s/veh]29.43
Intersection LOS C
Intersection V/C 0.759
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.977 3.220 2.952 2.724
Crosswalk LOS C C C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 644 644 644
d_b, Bicycle Delay [s]23.47 20.67 20.67 20.67
I_b,int, Bicycle LOS Score for Intersection 2.539 2.710 2.103 1.968
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.453Volume to Capacity (v/c):
BLevel Of Service:
14.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
595236385911455766629895717Total Analysis Volume [veh/h]
15139915281419216242394Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
564934365610852728599390916Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
70000001160160Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
494934365610852717539389316Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
030003000284101932Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
93.4132.3280.64112.53131.60134.4471.9929.58178.4220.5295th-Percentile Queue Length [ft/ln]
3.741.293.234.505.265.382.881.187.140.8295th-Percentile Queue Length [veh/ln]
51.9017.9644.8062.5273.1174.6940.0016.4499.1211.4050th-Percentile Queue Length [ft/ln]
2.080.721.792.502.922.991.600.663.960.4650th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDCDAAEAADLane Group LOS
31.8036.0731.3640.737.777.7655.406.919.2253.50d, Delay for Lane Group [s/veh]
0.330.150.280.510.340.340.750.100.430.48X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.580.290.451.790.780.7612.990.200.619.84d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
31.2235.7830.9038.947.007.0042.426.718.6143.65d1, Uniform Delay [s]
3332373402241191122082995222835c, Capacity [veh/h]
1710129817491282182618701781158935601781s, saturation flow rate [veh/h]
0.060.030.060.090.220.220.030.060.270.01(v / s)_i Volume / Saturation Flow Rate
0.190.190.190.190.650.650.050.630.630.02g / C, Green / Cycle
171717175959456562g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.50 9.22 6.91 55.40 7.76 7.77 40.73 31.36 31.36 36.07 31.80 31.80
Movement LOS D A A E A A D C C D C C
d_A, Approach Delay [s/veh]9.71 11.11 36.42 32.85
Approach LOS A B D C
d_I, Intersection Delay [s/veh]14.15
Intersection LOS B
Intersection V/C 0.453
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.972 3.052 2.069 2.080
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 533 578 578
d_b, Bicycle Delay [s]31.25 24.20 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.444 2.288 1.908 1.802
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.029Volume to Capacity (v/c):
CLevel Of Service:
16.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000001000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 1Jacaranda AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
214313049464091200Total Analysis Volume [veh/h]
5108101232102300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
204093046964091100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
202500316409000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
03843043800001100Base Volume Input [veh/h]
Highland AveHighland AveDriveway 1Jacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
0.39d_I, Intersection Delay [s/veh]
AABAApproach LOS
0.060.1014.669.86d_A, Approach Delay [s/veh]
0.000.110.210.000.000.412.612.612.611.211.211.2195th-Percentile Queue Length [ft/ln]
0.000.000.010.000.000.020.100.100.100.050.050.0595th-Percentile Queue Length [veh/ln]
AAAAAAACCACCMovement LOS
0.000.008.390.000.008.289.9619.4316.749.8619.3916.77d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.010.010.000.030.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.237Volume to Capacity (v/c):
ALevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 2Tokay AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4744440482331101181200Total Analysis Volume [veh/h]
121111012183029300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
4542240458311001121100Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0000000036000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
45350093110076000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
03874044900001100Base Volume Input [veh/h]
Highland AveHighland AveDriveway 2Tokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0100010001700140Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
032270201504300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
45.7046.666.7036.7836.7837.9110.14121.7110.9995th-Percentile Queue Length [ft/ln]
1.831.870.271.471.471.520.414.870.4495th-Percentile Queue Length [veh/ln]
25.3925.923.7220.4320.4321.065.6367.626.1150th-Percentile Queue Length [ft/ln]
1.021.040.150.820.820.840.232.700.2450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
AAEAADDDDLane Group LOS
4.154.1466.843.403.4052.5536.2742.3536.24d, Delay for Lane Group [s/veh]
0.180.180.390.170.170.590.060.610.06X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.310.3022.260.260.269.530.163.110.11d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.11k, delay calibration
3.853.8444.583.143.1443.0236.1139.2536.13d1, Uniform Delay [s]
13161361101409140956171193211c, Capacity [veh/h]
180818701781187018701781158914021589s, saturation flow rate [veh/h]
0.130.130.000.130.130.020.010.080.01(v / s)_i Volume / Saturation Flow Rate
0.730.730.010.750.750.030.110.110.11g / C, Green / Cycle
6666068683101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLCCLCLCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.24 36.24 36.24 42.35 36.27 36.27 52.55 3.40 3.40 66.84 4.14 4.15
Movement LOS D D D D D D D A A E A A
d_A, Approach Delay [s/veh]36.24 41.84 6.55 4.65
Approach LOS D D A A
d_I, Intersection Delay [s/veh]10.00
Intersection LOS A
Intersection V/C 0.237
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 1.723 1.998 2.691 2.793
Crosswalk LOS A A B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 867 356 622
d_b, Bicycle Delay [s]14.45 14.45 30.42 21.36
I_b,int, Bicycle LOS Score for Intersection 1.579 1.772 1.984 1.968
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.019Volume to Capacity (v/c):
BLevel Of Service:
10.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 3Cherimoya AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
9348000612016001300Total Analysis Volume [veh/h]
23120001530400300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95001.00000.95000.95001.00000.95001.00001.00000.95001.00001.0000Peak Hour Factor
8845600581015001200Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
38000360000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
5065008501500000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
03910046000001200Base Volume Input [veh/h]
Highland AveHighland AveDriveway 3Cherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.24d_I, Intersection Delay [s/veh]
AABBApproach LOS
0.000.0010.1910.32d_A, Approach Delay [s/veh]
0.000.000.000.000.000.001.730.000.001.440.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.070.000.000.060.000.0095th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.000.000.000.0010.190.000.0010.320.000.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.000.020.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP AM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Intersection Analysis Summary
12/6/2021Report File: K:\...\6 HY WP PM.pdf
Scenario 6 HY WP PMVistro File: K:\...\Fontana Square PM.vistro
Fontana Square Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B11.80.015NB RightHCM 6th
EditionTwo-way stopDriveway 3/Cherimoya Ave at
Highland Ave10
A8.60.313WB LeftHCM 6th
EditionSignalizedDriveway 2/Tokay Ave at
Highland Ave9
D29.90.123SB LeftHCM 6th
EditionTwo-way stopDriveway 1/Jacaranda Ave at
Highland Ave8
B17.20.609SB LeftHCM 6th
EditionSignalizedCitrus Ave at Walnut St7
D50.51.000NB LeftHCM 6th
EditionSignalizedCitrus Ave at Highland Ave6
E66.51.057SB LeftHCM 6th
EditionSignalizedCitrus Ave at SR-210 EB
Ramps5
D36.60.925WB RightHCM 6th
EditionSignalizedCitrus Ave at SR-210 WB
Ramps4
C16.10.038SB LeftHCM 6th
EditionTwo-way stopCatawba Ave at Highland Ave3
D25.70.816NB ThruHCM 6th
EditionAll-way stopBeech Ave at SR-210 HOV
Ramps2
C31.50.717WB LeftHCM 6th
EditionSignalizedBeech Ave at Highland Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.717Volume to Capacity (v/c):
CLevel Of Service:
31.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Beech Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveBeech AveBeech AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1132751841674611239558013420963374Total Analysis Volume [veh/h]
286946421153124145335215819Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.97100.9710Peak Hour Factor
1102671791624481199256313020361572Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
66190600062000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1042611601624421199256312418361572Base Volume Input [veh/h]
Highland AveHighland AveBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02614038260261202612Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
151.70164.36208.46266.13283.68129.73201.46208.57149.71269.96287.7785.1895th-Percentile Queue Length [ft/ln]
6.076.578.3410.6511.355.198.068.345.9910.8011.513.4195th-Percentile Queue Length [veh/ln]
84.2891.31119.00161.82175.1672.07113.94119.0983.17164.72178.2847.3250th-Percentile Queue Length [ft/ln]
3.373.654.766.477.012.884.564.763.336.597.131.8950th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
CCEDDDBBDCCDLane Group LOS
30.9230.7456.6039.9239.2847.8518.3218.2351.9923.4523.1754.16d, Delay for Lane Group [s/veh]
0.480.470.930.850.840.770.410.410.850.570.570.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.920.8016.955.655.047.761.571.4911.603.273.0012.14d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.0029.9439.6534.2834.2440.0916.7516.7440.3920.1820.1842.02d1, Uniform Delay [s]
38843019835438915979984015871077596c, Capacity [veh/h]
168918701781170318701781177918701781171318701781s, saturation flow rate [veh/h]
0.110.110.100.180.180.070.190.180.080.240.230.04(v / s)_i Volume / Saturation Flow Rate
0.230.230.110.210.210.090.450.450.090.410.410.05g / C, Green / Cycle
212110191984040837375g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLCCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.16 23.26 23.45 51.99 18.27 18.32 47.85 39.47 39.92 56.60 30.79 30.92
Movement LOS D C C D B B D D D E C C
d_A, Approach Delay [s/veh]25.80 23.86 40.94 39.12
Approach LOS C C D D
d_I, Intersection Delay [s/veh]31.51
Intersection LOS C
Intersection V/C 0.717
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.782 2.738 2.651 2.704
Crosswalk LOS C B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 756 489
d_b, Bicycle Delay [s]25.69 25.69 17.42 25.69
I_b,int, Bicycle LOS Score for Intersection 2.315 2.227 2.179 2.032
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.816Volume to Capacity (v/c):
DLevel Of Service:
25.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 2: Beech Ave at SR-210 HOV Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
5647413118149364997483694115Total Analysis Volume [veh/h]
14119335379125192117329Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor
5347012417141344717078655109Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000060060Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5347012417141344657078649109Base Volume Input [veh/h]
SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
DIntersection LOS
25.71Intersection Delay [s/veh]
BCCDApproach LOS
14.8123.6220.0131.95Approach Delay [s/veh]
32.00110.8090.1992.2815.49185.49194.3525.4695th-Percentile Queue Length [ft]
1.284.433.613.690.627.427.771.0295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.310.640.580.590.170.800.820.26Degree of Utilization, x
438464461455428486476446Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.038Volume to Capacity (v/c):
CLevel Of Service:
16.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Catawba Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesCrosswalk
0.000.000.00Grade [%]
45.0045.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Highland AveHighland AveCatawba AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1663282316813Total Analysis Volume [veh/h]
4158206423Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.9500Peak Hour Factor
1560078215812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
03132000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1556975015812Base Volume Input [veh/h]
Highland AveHighland AveCatawba AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
CIntersection LOS
0.29d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.1714.07d_A, Approach Delay [s/veh]
0.000.000.001.313.953.9595th-Percentile Queue Length [ft/ln]
0.000.000.000.050.160.1695th-Percentile Queue Length [veh/ln]
AAAABCMovement LOS
0.000.000.008.9210.8116.07d_M, Delay for Movement [s/veh]
0.000.010.010.020.010.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.925Volume to Capacity (v/c):
DLevel Of Service:
36.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Citrus Ave at SR-210 WB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101000100001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
58916670004631039001682518Total Analysis Volume [veh/h]
147016700011626000421129Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
5601634000440987001598492Total Hourly Volume [veh/h]
620000011000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0027000014001324Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6221607000550973001585468Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0380000032005220Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
010000001000105Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal Group
SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
590.80227.40227.41448.18441.67522.71236.0995th-Percentile Queue Length [ft/ln]
23.639.109.1017.9317.6720.919.4495th-Percentile Queue Length [veh/ln]
422.29132.88132.89304.98299.71365.87139.3150th-Percentile Queue Length [ft/ln]
16.895.325.3212.2011.9914.635.5750th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoCritical Lane Group
ECCDDCDLane Group LOS
57.8622.0122.0153.8042.9925.1040.49d, Delay for Lane Group [s/veh]
0.980.500.500.920.920.890.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
30.180.570.5724.2013.366.524.17d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.440.110.110.500.500.500.11k, delay calibration
27.6821.4421.4429.6029.6218.5836.31d1, Uniform Delay [s]
60067367350411291899594c, Capacity [veh/h]
1589178117811589356035603459s, saturation flow rate [veh/h]
0.370.190.190.290.290.470.15(v / s)_i Volume / Saturation Flow Rate
0.380.380.380.320.320.530.17g / C, Green / Cycle
34343429294815g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLRCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]40.49 25.10 0.00 0.00 42.99 53.80 0.00 0.00 0.00 22.01 22.01 57.86
Movement LOS D C D D C C E
d_A, Approach Delay [s/veh]28.72 46.32 0.00 38.81
Approach LOS C D A D
d_I, Intersection Delay [s/veh]36.61
Intersection LOS D
Intersection V/C 0.925
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.249 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1067 622 0 756
d_b, Bicycle Delay [s]9.80 21.36 45.00 17.42
I_b,int, Bicycle LOS Score for Intersection 3.375 2.890 4.132 3.736
Bicycle LOS C C D D
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
1.057Volume to Capacity (v/c):
ELevel Of Service:
66.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 5: Citrus Ave at SR-210 EB Ramps
Intersection Level Of Service Report
NoYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0045.0045.00Speed [mph]
49.210.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000101001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0004622978000134936744414220Total Analysis Volume [veh/h]
000116742000337921113560Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
0004392827600128234942213510Total Hourly Volume [veh/h]
0001100000010600Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0002700041025370Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0005222827600124134950313140Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
000010001400100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000280062120500Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000010001050100Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal Group
PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
606.83874.87669.91254.96310.12931.21755.9495th-Percentile Queue Length [ft/ln]
24.2734.9926.8010.2012.4037.2530.2495th-Percentile Queue Length [veh/ln]
411.02594.36459.63153.40181.80677.50561.6250th-Percentile Queue Length [ft/ln]
16.4423.7718.396.147.2727.1022.4650th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoCritical Lane Group
FFFBFFDLane Group LOS
96.80132.9696.5210.27135.4068.9045.36d, Delay for Lane Group [s/veh]
1.091.191.090.591.191.060.98X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
63.8099.9663.521.1194.4046.9023.90d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.360.410.360.500.110.500.50k, delay calibration
33.0033.0033.009.1641.0022.0021.47d1, Uniform Delay [s]
4244874752295307882956c, Capacity [veh/h]
1589182617813560345917251870s, saturation flow rate [veh/h]
0.290.320.290.380.110.540.50(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.640.090.510.51g / C, Green / Cycle
2424245884646g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLCCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 53.46 68.90 135.40 10.27 0.00 108.82 132.96 96.80 0.00 0.00 0.00
Movement LOS D E F B F F F
d_A, Approach Delay [s/veh]57.13 37.03 110.10 0.00
Approach LOS E D F A
d_I, Intersection Delay [s/veh]66.48
Intersection LOS E
Intersection V/C 1.057
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.696 0.000
Crosswalk LOS F F B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1022 1289 533 0
d_b, Bicycle Delay [s]10.76 5.69 24.20 45.00
I_b,int, Bicycle LOS Score for Intersection 3.187 2.975 4.313 4.132
Bicycle LOS C C E D
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
1.000Volume to Capacity (v/c):
DLevel Of Service:
50.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Citrus Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0045.0045.00Speed [mph]
0.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101101101101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
45331812512146536636811613711281155124Total Analysis Volume [veh/h]
1138031301169192290933228931Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor
43630612011644735235411173571231111119Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0001242118-13-5-3-2225Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
014019136268000020Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
436292120854302692681130362126113374Base Volume Input [veh/h]
Highland AveHighland AveCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0240021002400170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03316030130341303110Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
0105010501050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
428.77109.42133.1081.15164.26239.99283.85481.40249.6492.30583.01188.0795th-Percentile Queue Length [ft/ln]
17.154.385.323.256.579.6011.3519.269.993.6923.327.5295th-Percentile Queue Length [veh/ln]
289.3060.7973.9445.0891.26138.63175.29331.99144.7851.28408.40104.4950th-Percentile Queue Length [ft/ln]
11.572.432.961.803.655.557.0113.285.792.0516.344.1850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDCCFCDFCFFLane Group LOS
51.3323.9848.6622.9924.4180.2030.8141.8185.3224.0663.8392.48d, Delay for Lane Group [s/veh]
0.930.290.790.240.411.060.660.931.070.251.021.04X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
20.970.158.480.240.2439.706.0713.6144.821.2133.0850.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.340.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.3623.8440.1822.7524.1740.5024.7328.2040.5022.8530.7542.00d1, Uniform Delay [s]
4861088158503112734655612463465031128119c, Capacity [veh/h]
158935601781158935603459158935603459158935601781s, saturation flow rate [veh/h]
0.280.090.070.080.130.110.230.330.110.080.320.07(v / s)_i Volume / Saturation Flow Rate
0.310.310.090.320.320.100.350.350.100.320.320.07g / C, Green / Cycle
27278292993232929296g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]92.48 63.83 24.06 85.32 41.81 30.81 80.20 24.41 22.99 48.66 23.98 51.33
Movement LOS F F C F D C F C C D C D
d_A, Approach Delay [s/veh]62.74 48.18 45.68 41.25
Approach LOS E D D D
d_I, Intersection Delay [s/veh]50.49
Intersection LOS D
Intersection V/C 1.000
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.140 3.405 3.049 2.908
Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 667 578 644
d_b, Bicycle Delay [s]22.05 20.00 22.76 20.67
I_b,int, Bicycle LOS Score for Intersection 2.720 3.127 2.345 2.299
Bicycle LOS B C B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.609Volume to Capacity (v/c):
BLevel Of Service:
17.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Citrus Ave at Walnut St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
35.0035.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Walnut StWalnut StCitrus AveCitrus AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
889386478690117114266157137354Total Analysis Volume [veh/h]
22232112212229286163934314Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor
848982458286112109263150131352Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
60000001360140Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
788982458286112107957150129952Base Volume Input [veh/h]
Walnut StWalnut StCitrus AveCitrus AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0170021001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
03000300019905141Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
0100010001050105Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
154.2580.72109.0889.35268.69273.6977.4254.58302.7862.1195th-Percentile Queue Length [ft/ln]
6.173.234.363.5710.7510.953.102.1812.112.4895th-Percentile Queue Length [veh/ln]
85.6944.8460.6049.64163.76167.5543.0130.32189.8134.5150th-Percentile Queue Length [ft/ln]
3.431.792.421.996.556.701.721.217.591.3850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoNoYesNoYesNoCritical Lane Group
CDCDBBEABDLane Group LOS
31.8338.0030.4141.4512.6612.5556.528.2613.0654.16d, Delay for Lane Group [s/veh]
0.480.360.350.460.560.560.780.160.640.71X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.980.940.541.692.102.0114.130.371.4811.62d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
30.8537.0529.8639.7610.5610.5442.397.9011.5842.54d1, Uniform Delay [s]
3732363821951099113685957214576c, Capacity [veh/h]
1722125617601203181018701781158935601781s, saturation flow rate [veh/h]
0.110.070.080.070.340.340.040.100.390.03(v / s)_i Volume / Saturation Flow Rate
0.220.220.220.220.610.610.050.600.600.04g / C, Green / Cycle
202020205555454544g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.16 13.06 8.26 56.52 12.60 12.66 41.45 30.41 30.41 38.00 31.83 31.83
Movement LOS D B A E B B D C C D C C
d_A, Approach Delay [s/veh]13.99 14.79 34.86 33.81
Approach LOS B B C C
d_I, Intersection Delay [s/veh]17.23
Intersection LOS B
Intersection V/C 0.609
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 3.274 3.271 2.126 2.160
Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1044 333 578 578
d_b, Bicycle Delay [s]10.27 31.25 22.76 22.76
I_b,int, Bicycle LOS Score for Intersection 2.866 2.653 1.928 2.000
Bicycle LOS C B A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.123Volume to Capacity (v/c):
DLevel Of Service:
29.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 8: Driveway 1/Jacaranda Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000001000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 1Jacaranda AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
1863912083156020700Total Analysis Volume [veh/h]
4160302081205200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
1760711078956019700Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1725002756019000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
05821107620000700Base Volume Input [veh/h]
Highland AveHighland AveDriveway 1Jacaranda AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
DIntersection LOS
0.60d_I, Intersection Delay [s/veh]
AADBApproach LOS
0.170.0526.0611.22d_A, Approach Delay [s/veh]
0.000.571.150.000.000.4111.1811.1811.180.910.910.9195th-Percentile Queue Length [ft/ln]
0.000.020.050.000.000.020.450.450.450.040.040.0495th-Percentile Queue Length [veh/ln]
AAAAAABEDBEDMovement LOS
0.000.009.590.000.008.9113.1638.8129.9311.2236.5230.68d_M, Delay for Movement [s/veh]
0.000.010.020.000.010.010.010.000.120.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.313Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 9: Driveway 2/Tokay Ave at Highland Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 2Tokay AveName
Intersection Setup
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
5365313082928160118700Total Analysis Volume [veh/h]
131633020774029200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
5062012078827150112700Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
0000000037000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
502700192715075000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
05931207690000700Base Volume Input [veh/h]
Highland AveHighland AveDriveway 2Tokay AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
010007001700140Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
019450194502600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
69.3370.8116.1977.8077.8032.1314.80121.336.3995th-Percentile Queue Length [ft/ln]
2.772.830.653.113.111.290.594.850.2695th-Percentile Queue Length [veh/ln]
38.5139.349.0043.2243.2217.858.2267.403.5550th-Percentile Queue Length [ft/ln]
1.541.570.361.731.730.710.332.700.1450th-Percentile Queue Length [veh/ln]
NoNoYesNoYesNoNoYesNoCritical Lane Group
AADAADDDDLane Group LOS
4.534.5154.344.374.3751.8636.4542.1636.07d, Delay for Lane Group [s/veh]
0.260.260.450.300.300.550.090.600.03X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.480.4710.470.550.558.740.242.950.06d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.11k, delay calibration
4.054.0443.873.823.8243.1236.2139.2136.01d1, Uniform Delay [s]
13301366291389138951171196211c, Capacity [veh/h]
182118701781187018701781158914081589s, saturation flow rate [veh/h]
0.190.190.010.220.220.020.010.080.00(v / s)_i Volume / Saturation Flow Rate
0.730.730.020.740.740.030.110.110.11g / C, Green / Cycle
6666167673101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLCCLCLCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.07 36.07 36.07 42.16 36.45 36.45 51.86 4.37 4.37 54.34 4.52 4.53
Movement LOS D D D D D D D A A D A A
d_A, Approach Delay [s/veh]36.07 41.48 5.92 5.42
Approach LOS D D A A
d_I, Intersection Delay [s/veh]8.61
Intersection LOS A
Intersection V/C 0.313
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 1.724 2.000 2.826 2.959
Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]489 489 333 333
d_b, Bicycle Delay [s]25.69 25.69 31.25 31.25
I_b,int, Bicycle LOS Score for Intersection 1.571 1.781 2.267 2.153
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
0.015Volume to Capacity (v/c):
BLevel Of Service:
11.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 10: Driveway 3/Cherimoya Ave at Highland Ave
Intersection Level Of Service Report
NoNoYesYesCrosswalk
0.000.000.000.00Grade [%]
45.0045.0025.0025.00Speed [mph]
0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Highland AveHighland AveDriveway 3Cherimoya AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
827070095501100800Total Analysis Volume [veh/h]
21177002390300200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95001.00000.95000.95001.00000.95001.00001.00000.95001.00001.0000Peak Hour Factor
786720090701000800Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
43000370000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
3567009401000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0605007760000800Base Volume Input [veh/h]
Highland AveHighland AveDriveway 3Cherimoya AveName
Volumes
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
BIntersection LOS
0.12d_I, Intersection Delay [s/veh]
AABBApproach LOS
0.000.0011.0611.84d_A, Approach Delay [s/veh]
0.000.000.000.000.000.001.390.000.001.140.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.060.000.000.050.000.0095th-Percentile Queue Length [veh/ln]
AAAABBMovement LOS
0.000.000.000.000.000.0011.060.000.0011.840.000.00d_M, Delay for Movement [s/veh]
0.000.010.000.000.010.000.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.
Scenario 6: 6 HY WP PM
Fontana Square Project
Version 2021 (SP 0-6)
Generated with
APPENDIX D
INTERNAL CAPTURE
WORKSHEETS
Project Name:Organization:
Project Location:Performed By:
Scenario Description:Date:
Analysis Year:Checked By:
Analysis Period:Date:
ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 0
Restaurant 228 119 109
Cinema/Entertainment 0
Residential 0
Hotel 118 69 49
All Other Land Uses2 0
346 188 158
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 0 3
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 0 4 0
Total Entering Exiting Land Use Entering Trips Exiting Trips
All Person-Trips 346 188 158 Office N/A N/A
Internal Capture Percentage 4%4%4%Retail N/A N/A
Restaurant 3%3%
External Vehicle-Trips5 332 181 151 Cinema/Entertainment N/A N/A
External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel 4%8%
NCHRP 684 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate)
0
0
Cinema/Entertainment
Development Data (For Information Only)
0
0
0
Estimated Vehicle-Trips3Land Use
Fontana Square
Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix*
Destination (To)Origin (From)
Origin (From)Destination (To)
Cinema/Entertainment
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance)
Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1
Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use
2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator.
5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A.
1Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers.
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.
3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual).
4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made
to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete.
NWC of Citrus/Highland in Fontana
AM Street Peak Hour
JMC
4/8/2021
Project Name:Organization:
Project Location:Performed By:
Scenario Description:Date:
Analysis Year:Checked By:
Analysis Period:Date:
ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 0
Restaurant 200 100 100
Cinema/Entertainment 0
Residential 0
Hotel 200 100 100
All Other Land Uses2 0
400 200 200
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 0 7
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 0 5 0
Total Entering Exiting Land Use Entering Trips Exiting Trips
All Person-Trips 400 200 200 Office N/A N/A
Internal Capture Percentage 6%6%6%Retail N/A N/A
Restaurant 5%7%
External Vehicle-Trips5 376 188 188 Cinema/Entertainment N/A N/A
External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel 7%5%
*Indicates computation that has been rounded to the nearest whole number.
Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1
PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate)
Land Use Development Data (For Information Only)Estimated Vehicle-Trips3
Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
NCHRP 684 Internal Trip Capture Estimation Tool
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance)
Origin (From)Destination (To)
Cinema/Entertainment
Table 4-P: Internal Person-Trip Origin-Destination Matrix*
Origin (From)Destination (To)
Cinema/Entertainment
0
0
0
0
0
Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use
4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be
6Person-Trips
1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers.
2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator.
3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual).
5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P.
APPENDIX E
CUMULATIVE PROJECTS
INFORMATION
Enter only in blue cells
Int. #:1
Mirror distribution?Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
Mirror distribution?AM In 10 2 4 4 0 9 0 0 0 0 7 0
AM Out 0 0 0 0 7 0 26 22 31 2 0 2
AM Tot 10 2 4 4 7 9 26 22 31 2 7 2
PM In 33 7 8 8 0 29 0 0 0 0 24 0
PM Out 0 0 0 0 4 0 17 14 20 10 0 10
PM Tot 33 7 8 8 4 29 17 14 20 10 24 10
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 5%AM In 19 0 1 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%5%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 3 0 0 0 0 0 0 0
PM In 0%5%0%0%0%0%0%0%0%0%0%PM In 63 0 3 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%5%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 2 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 13 0 1 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 4 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 37 0 4 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 2 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
Beech Avenue at S. Highland Avenue
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int1 10/5/2021, 9:33 AM
Int. #:1 Beech Avenue at S. Highland Avenue
Zone #5 Mango Avenue Industrial
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 35%30%25%AM In 29 10 0 0 0 0 9 0 0 0 0 7 0
Y 0%0%0%0%0%0%30%25%35%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 26 22 31 0 0 0
PM In 35%0%0%0%0%30%0%0%0%0%25%0%PM In 95 33 0 0 0 0 29 0 0 0 0 24 0
PM Out 0%0%0%0%0%0%30%25%35%0%0%0%PM Out 56 0 0 0 0 0 0 17 14 20 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int1 10/5/2021, 9:33 AM
Int. #:1 Beech Avenue at S. Highland Avenue
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 23 0 0 2 2 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%10%0%10%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 1 0 1
PM In 0%0%10%10%0%0%0%0%0%0%0%0%PM In 73 0 0 7 7 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%10%0%10%PM Out 79 0 0 0 0 0 0 0 0 0 8 0 8
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 5%5%AM In 36 0 0 2 2 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%5%0%5%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 1 0 1
PM In 0%0%5%5%0%0%0%0%0%0%0%0%PM In 25 0 0 1 1 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%5%0%5%PM Out 38 0 0 0 0 0 0 0 0 0 2 0 2
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int1 10/5/2021, 9:33 AM
Int. #:1 Beech Avenue at S. Highland Avenue
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int1 10/5/2021, 9:33 AM
Int. #:1 Beech Avenue at S. Highland Avenue
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int1 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:2
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 2 0 0 7 0 0 0 0 0 0 0
AM Out 0 11 0 0 7 0 0 0 0 0 0 0
AM Tot 0 13 0 0 14 0 0 0 0 0 0 0
PM In 0 7 0 0 18 0 0 0 0 0 0 0
PM Out 0 16 0 0 4 0 0 0 0 0 0 0
PM Tot 0 23 0 0 22 0 0 0 0 0 0 0
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 5%AM In 19 0 1 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%5%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 3 0 0 0 0 0 0 0
PM In 0%5%0%0%0%0%0%0%0%0%0%PM In 63 0 3 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%5%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 2 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 13 0 1 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 4 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 37 0 4 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 2 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Beech Avenue at I-210 HOV Ramps
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 2 10/5/2021, 9:33 AM
Int. #:2 Beech Avenue at I-210 HOV Ramps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 29 0 0 0 0 3 0 0 0 0 0 0 0
Y 0%10%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 88 0 9 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 95 0 0 0 0 10 0 0 0 0 0 0 0
PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 56 0 6 0 0 0 0 0 0 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 23 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%10%0%0%0%0%0%0%0%0%0%0%
Related Projects Trip Distribution_AJC.xlsx, Int 2 10/5/2021, 9:33 AM
Int. #:2 Beech Avenue at I-210 HOV Ramps
AM Out AM Out 14 0 1 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 73 0 0 0 0 7 0 0 0 0 0 0 0
PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 79 0 8 0 0 0 0 0 0 0 0 0 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 5%AM In 36 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%5%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 13 0 1 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%5%0%0%0%0%0%0%0%PM In 25 0 0 0 0 1 0 0 0 0 0 0 0
PM Out 0%5%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 2 0 0 0 0 0 0 0 0 0 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 2 10/5/2021, 9:33 AM
Int. #:2 Beech Avenue at I-210 HOV Ramps
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 2 10/5/2021, 9:33 AM
Int. #:3
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 9 0 0 12 0
AM Out 0 0 0 0 0 0 0 35 0 0 4 0
AM Tot 0 0 0 0 0 0 0 44 0 0 16 0
PM In 0 0 0 0 0 0 0 18 0 0 38 0
PM Out 0 0 0 0 0 0 0 22 0 0 20 0
PM Tot 0 0 0 0 0 0 0 40 0 0 58 0
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 19 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 63 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 13 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 37 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 0 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Catawba Avenue at S. Highland Avenue
Related Projects Trip Distribution_AJC.xlsx, Int 3 10/5/2021, 9:33 AM
Int. #:3 Catawba Avenue at S. Highland Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 40%AM In 29 0 0 0 0 0 0 0 0 0 0 12 0
Y 0%0%0%0%0%0%0%40%0%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 0 35 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%40%0%PM In 95 0 0 0 0 0 0 0 0 0 0 38 0
PM Out 0%0%0%0%0%0%0%40%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 22 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 23 0 0 0 0 0 0 0 5 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%20%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 3 0
Related Projects Trip Distribution_AJC.xlsx, Int 3 10/5/2021, 9:33 AM
Int. #:3 Catawba Avenue at S. Highland Avenue
PM In 0%0%0%0%0%0%0%20%0%0%0%0%PM In 73 0 0 0 0 0 0 0 15 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%20%0%PM Out 79 0 0 0 0 0 0 0 0 0 0 16 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 36 0 0 0 0 0 0 0 4 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%10%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 1 0
PM In 0%0%0%0%0%0%0%10%0%0%0%0%PM In 25 0 0 0 0 0 0 0 3 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%10%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 4 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0
Zone #16 Kingston Meadow
Related Projects Trip Distribution_AJC.xlsx, Int 3 10/5/2021, 9:33 AM
Int. #:3 Catawba Avenue at S. Highland Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 3 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:4
N TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 50 0 0 14 0 0 0 0 37 0 28
AM Out 55 26 0 0 68 35 0 0 0 0 0 0
AM Tot 55 76 0 0 82 35 0 0 0 37 0 28
PM In 0 63 0 0 28 0 0 0 0 78 0 55
PM Out 64 32 0 0 71 33 0 0 0 0 0 0
PM Tot 64 95 0 0 99 33 0 0 0 78 0 55
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%45%AM In 19 0 5 0 0 0 0 0 0 0 0 0 9
N 0%0%0%0%45%25%0%0%0%0%0%0%
AM Out 45%25%AM Out 56 0 0 0 0 25 14 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%45%PM In 63 0 16 0 0 0 0 0 0 0 0 0 28
PM Out 0%0%0%0%45%25%0%0%0%0%0%0%PM Out 37 0 0 0 0 17 9 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%30%AM In 13 0 3 0 0 0 0 0 0 0 0 0 4
N 0%25%0%0%30%25%0%0%0%0%0%0%
AM Out 30%25%AM Out 37 0 9 0 0 11 9 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%30%PM In 37 0 9 0 0 0 0 0 0 0 0 0 11
PM Out 0%25%0%0%30%25%0%0%0%0%0%0%PM Out 24 0 6 0 0 7 6 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0
N 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out 25%AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0
N 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out 25%AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Citrus Avenue at I-210 WB Ramps
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 4 10/5/2021, 9:33 AM
Int. #:4 Citrus Avenue at I-210 WB Ramps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%10%AM In 15 0 3 0 0 0 0 0 0 0 0 0 2
N 0%0%0%0%20%10%0%0%0%0%0%0%
AM Out 20%10%AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%10%PM In 6 0 1 0 0 0 0 0 0 0 0 0 1
PM Out 0%0%0%0%20%10%0%0%0%0%0%0%PM Out 16 0 0 0 0 3 2 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%10%AM In 83 0 17 0 0 0 0 0 0 0 0 0 8
N 0%0%0%0%20%10%0%0%0%0%0%0%
AM Out 20%10%AM Out 83 0 0 0 0 17 8 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%10%PM In 92 0 18 0 0 0 0 0 0 0 0 0 9
PM Out 0%0%0%0%20%10%0%0%0%0%0%0%PM Out 92 0 0 0 0 18 9 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%10%AM In 8 0 2 0 0 0 0 0 0 0 0 0 1
N 0%0%0%0%20%10%0%0%0%0%0%0%
AM Out 20%10%AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%10%PM In 4 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%10%0%0%0%0%0%0%PM Out 10 0 0 0 0 2 1 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 50%20%AM In 21 0 11 0 0 0 0 0 0 0 0 0 4
N 0%0%0%0%50%20%0%0%0%0%0%0%
AM Out 50%20%AM Out 21 0 0 0 0 11 4 0 0 0 0 0 0
PM In 0%50%0%0%0%0%0%0%0%0%0%20%PM In 28 0 14 0 0 0 0 0 0 0 0 0 6
PM Out 0%0%0%0%50%20%0%0%0%0%0%0%PM Out 28 0 0 0 0 14 6 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 15%15%AM In 29 0 0 0 0 4 0 0 0 0 4 0 0
N 15%15%0%0%0%0%0%0%0%0%0%0%
AM Out 15%15%AM Out 88 13 13 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%15%0%0%0%0%15%0%0%PM In 95 0 0 0 0 14 0 0 0 0 14 0 0
PM Out 15%15%0%0%0%0%0%0%0%0%0%0%PM Out 56 8 8 0 0 0 0 0 0 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%20%AM In 23 0 0 0 0 2 0 0 0 0 5 0 0
N 20%10%0%0%0%0%0%0%0%0%0%0%
Related Projects Trip Distribution_AJC.xlsx, Int 4 10/5/2021, 9:33 AM
Int. #:4 Citrus Avenue at I-210 WB Ramps
AM Out 20%10%AM Out 14 3 1 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%0%20%0%0%PM In 73 0 0 0 0 7 0 0 0 0 15 0 0
PM Out 20%10%0%0%0%0%0%0%0%0%0%0%PM Out 79 16 8 0 0 0 0 0 0 0 0 0 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0
N 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%20%AM In 61 0 0 0 0 6 0 0 0 0 12 0 0
N 20%10%0%0%0%0%0%0%0%0%0%0%
AM Out 20%10%AM Out 23 5 2 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%0%20%0%0%PM In 43 0 0 0 0 4 0 0 0 0 9 0 0
PM Out 20%10%0%0%0%0%0%0%0%0%0%0%PM Out 65 13 7 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%20%AM In 24 0 0 0 0 2 0 0 0 0 5 0 0
N 20%10%0%0%0%0%0%0%0%0%0%0%
AM Out 20%10%AM Out 14 3 1 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%0%20%0%0%PM In 29 0 0 0 0 3 0 0 0 0 6 0 0
PM Out 20%10%0%0%0%0%0%0%0%0%0%0%PM Out 29 6 3 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 7 0 0 0 0 0 0 0 0 0 1 0 0
N 10%0%0%0%0%0%0%0%0%0%0%0%
AM Out 10%AM Out 15 2 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%10%0%0%PM In 17 0 0 0 0 0 0 0 0 0 2 0 0
PM Out 10%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 1 0 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%AM In 18 0 0 0 0 0 0 0 0 0 5 0 0
N 30%0%0%0%0%0%0%0%0%0%0%0%
AM Out 30%AM Out 53 16 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%30%0%0%PM In 60 0 0 0 0 0 0 0 0 0 18 0 0
PM Out 30%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 11 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 4 10/5/2021, 9:33 AM
Int. #:4 Citrus Avenue at I-210 WB Ramps
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%AM In 4 0 0 0 0 0 0 0 0 0 1 0 0
N 30%0%0%0%0%0%0%0%0%0%0%0%
AM Out 30%AM Out 11 3 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%30%0%0%PM In 12 0 0 0 0 0 0 0 0 0 4 0 0
PM Out 30%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 2 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 6 0 0 0 0 0 0 0 0 0 1 0 0
N 20%0%0%0%0%0%0%0%0%0%0%0%
AM Out 20%AM Out 19 4 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%20%0%0%PM In 19 0 0 0 0 0 0 0 0 0 4 0 0
PM Out 20%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 2 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 15%AM In 6 0 0 0 0 0 0 0 0 0 1 0 0
N 15%0%0%0%0%0%0%0%0%0%0%0%
AM Out 15%AM Out 16 2 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%15%0%0%PM In 16 0 0 0 0 0 0 0 0 0 2 0 0
PM Out 15%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 2 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
N 10%0%0%0%0%0%0%0%0%0%0%0%
AM Out 10%AM Out 8 1 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%10%0%0%PM In 9 0 0 0 0 0 0 0 0 0 1 0 0
PM Out 10%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 1 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 6 0 0 0 0 0 0 0 0 0 2 0 0
N 25%0%0%0%0%0%0%0%0%0%0%0%
AM Out 25%AM Out 12 3 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%25%0%0%PM In 13 0 0 0 0 0 0 0 0 0 3 0 0
PM Out 25%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 2 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 4 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:5
N TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 33 0 0 47 0 23 0 37 0 0 0
AM Out 0 59 55 35 33 0 0 0 0 0 0 0
AM Tot 0 92 55 35 80 0 23 0 37 0 0 0
PM In 0 42 0 0 92 0 41 0 78 0 0 0
PM Out 0 82 64 33 40 0 0 0 0 0 0 0
PM Tot 0 124 64 33 132 0 41 0 78 0 0 0
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%25%AM In 19 0 4 0 0 0 0 5 0 0 0 0 0
N 0%0%0%25%20%0%0%0%0%0%0%0%
AM Out 25%20%AM Out 56 0 0 0 14 11 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%25%0%0%0%0%PM In 63 0 13 0 0 0 0 16 0 0 0 0 0
PM Out 0%0%0%25%20%0%0%0%0%0%0%0%PM Out 37 0 0 0 9 7 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%25%AM In 13 0 3 0 0 0 0 3 0 0 0 0 0
N 0%0%0%25%20%0%0%0%0%0%0%0%
AM Out 25%20%AM Out 37 0 0 0 9 7 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%25%0%0%0%0%0%PM In 37 0 7 0 0 0 0 9 0 0 0 0 0
PM Out 0%0%0%25%20%0%0%0%0%0%0%0%PM Out 24 0 0 0 6 5 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0
N 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out 25%AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0
N 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out 25%AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Citrus Avenue at I-210 EB Ramps
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 5 10/5/2021, 9:33 AM
Int. #:5 Citrus Avenue at I-210 EB Ramps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 15 0 2 0 0 0 0 2 0 0 0 0 0
N 0%0%0%10%10%0%0%0%0%0%0%0%
AM Out 10%10%AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%10%0%0%0%0%0%PM In 6 0 1 0 0 0 0 1 0 0 0 0 0
PM Out 0%0%0%10%10%0%0%0%0%0%0%0%PM Out 16 0 0 0 2 2 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 83 0 8 0 0 0 0 8 0 0 0 0 0
N 0%0%0%10%10%0%0%0%0%0%0%0%
AM Out 10%10%AM Out 83 0 0 0 8 8 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%10%0%0%0%0%0%PM In 92 0 9 0 0 0 0 9 0 0 0 0 0
PM Out 0%0%0%10%10%0%0%0%0%0%0%0%PM Out 92 0 0 0 9 9 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 8 0 1 0 0 0 0 1 0 0 0 0 0
N 0%0%0%10%10%0%0%0%0%0%0%0%
AM Out 10%10%AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%10%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%10%10%0%0%0%0%0%0%0%PM Out 10 0 0 0 1 1 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%20%AM In 21 0 6 0 0 0 0 4 0 0 0 0 0
N 0%0%0%20%20%0%0%0%0%0%0%0%
AM Out 20%20%AM Out 21 0 0 0 4 4 0 0 0 0 0 0 0
PM In 0%30%0%0%0%0%20%0%0%0%0%0%PM In 28 0 8 0 0 0 0 6 0 0 0 0 0
PM Out 0%0%0%20%20%0%0%0%0%0%0%0%PM Out 28 0 0 0 6 6 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 15%15%AM In 29 0 0 0 0 4 0 0 0 4 0 0 0
N 0%15%15%0%0%0%0%0%0%0%0%0%
AM Out 15%15%AM Out 88 0 13 13 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%15%0%0%0%15%0%0%0%PM In 95 0 0 0 0 14 0 0 0 14 0 0 0
PM Out 0%15%15%0%0%0%0%0%0%0%0%0%PM Out 56 0 8 8 0 0 0 0 0 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%20%AM In 23 0 0 0 0 7 0 0 0 5 0 0 0
N 0%30%20%0%0%0%0%0%0%0%0%0%
Related Projects Trip Distribution_AJC.xlsx, Int 5 10/5/2021, 9:33 AM
Int. #:5 Citrus Avenue at I-210 EB Ramps
AM Out 30%20%AM Out 14 0 4 3 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%20%0%0%0%PM In 73 0 0 0 0 22 0 0 0 15 0 0 0
PM Out 0%30%20%0%0%0%0%0%0%0%0%0%PM Out 79 0 24 16 0 0 0 0 0 0 0 0 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0
N 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%20%AM In 61 0 0 0 0 18 0 0 0 12 0 0 0
N 0%30%20%0%0%0%0%0%0%0%0%0%
AM Out 30%20%AM Out 23 0 7 5 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%20%0%0%0%PM In 43 0 0 0 0 13 0 0 0 9 0 0 0
PM Out 0%30%20%0%0%0%0%0%0%0%0%0%PM Out 65 0 20 13 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%20%AM In 24 0 0 0 0 7 0 0 0 5 0 0 0
N 0%30%20%0%0%0%0%0%0%0%0%0%
AM Out 30%20%AM Out 14 0 4 3 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%20%0%0%0%PM In 29 0 0 0 0 9 0 0 0 6 0 0 0
PM Out 0%30%20%0%0%0%0%0%0%0%0%0%PM Out 29 0 9 6 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 7 0 0 0 0 1 0 0 0 1 0 0 0
N 0%10%10%0%0%0%0%0%0%0%0%0%
AM Out 10%10%AM Out 15 0 2 2 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%10%0%0%0%PM In 17 0 0 0 0 2 0 0 0 2 0 0 0
PM Out 0%10%10%0%0%0%0%0%0%0%0%0%PM Out 11 0 1 1 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%30%AM In 18 0 0 0 0 5 0 0 0 5 0 0 0
N 0%30%30%0%0%0%0%0%0%0%0%0%
AM Out 30%30%AM Out 53 0 16 16 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%30%0%0%0%PM In 60 0 0 0 0 18 0 0 0 18 0 0 0
PM Out 0%30%30%0%0%0%0%0%0%0%0%0%PM Out 35 0 11 11 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 5 10/5/2021, 9:33 AM
Int. #:5 Citrus Avenue at I-210 EB Ramps
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%30%AM In 4 0 0 0 0 1 0 0 0 1 0 0 0
N 0%30%30%0%0%0%0%0%0%0%0%0%
AM Out 30%30%AM Out 11 0 3 3 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%30%0%0%0%PM In 12 0 0 0 0 4 0 0 0 4 0 0 0
PM Out 0%30%30%0%0%0%0%0%0%0%0%0%PM Out 7 0 2 2 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%20%AM In 6 0 0 0 0 1 0 0 0 1 0 0 0
N 0%20%20%0%0%0%0%0%0%0%0%0%
AM Out 20%20%AM Out 19 0 4 4 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%20%0%0%0%20%0%0%0%PM In 19 0 0 0 0 4 0 0 0 4 0 0 0
PM Out 0%20%20%0%0%0%0%0%0%0%0%0%PM Out 11 0 2 2 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 15%15%AM In 6 0 0 0 0 1 0 0 0 1 0 0 0
N 0%15%15%0%0%0%0%0%0%0%0%0%
AM Out 15%15%AM Out 16 0 2 2 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%15%0%0%0%15%0%0%0%PM In 16 0 0 0 0 2 0 0 0 2 0 0 0
PM Out 0%15%15%0%0%0%0%0%0%0%0%0%PM Out 10 0 2 2 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
N 0%10%10%0%0%0%0%0%0%0%0%0%
AM Out 10%10%AM Out 8 0 1 1 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%10%0%0%0%10%0%0%0%PM In 9 0 0 0 0 1 0 0 0 1 0 0 0
PM Out 0%10%10%0%0%0%0%0%0%0%0%0%PM Out 5 0 1 1 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%25%AM In 6 0 0 0 0 2 0 0 0 2 0 0 0
N 0%25%25%0%0%0%0%0%0%0%0%0%
AM Out 25%25%AM Out 12 0 3 3 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%25%0%0%0%25%0%0%0%PM In 13 0 0 0 0 3 0 0 0 3 0 0 0
PM Out 0%25%25%0%0%0%0%0%0%0%0%0%PM Out 8 0 2 2 0 0 0 0 0 0 0 0 0
Zone #21 Single Family Residences
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%25%AM In 1 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 5 10/5/2021, 9:33 AM
Int. #:5 Citrus Avenue at I-210 EB Ramps
N 0%0%0%25%20%0%0%0%0%0%0%0%
AM Out 25%20%AM Out 3 0 0 0 1 1 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%25%0%0%0%0%PM In 3 0 1 0 0 0 0 1 0 0 0 0 0
PM Out 0%0%0%25%20%0%0%0%0%0%0%0%PM Out 2 0 0 0 1 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 5 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:6
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 33 5 55 22 9 0 9 8 0 3 0
AM Out 3 63 0 0 35 0 26 9 0 3 4 26
AM Tot 3 96 5 55 57 9 26 18 8 3 7 26
PM In 0 42 15 74 68 29 0 18 7 0 10 0
PM Out 10 39 0 0 42 0 17 6 0 16 20 88
PM Tot 10 81 15 74 110 29 17 24 7 16 30 88
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 19 0 4 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%20%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 11 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%PM In 63 0 13 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 7 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 13 0 3 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%20%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 7 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%0%PM In 37 0 7 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 5 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Citrus Avenue at S. Highland Avenue
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 6 10/5/2021, 9:33 AM
Int. #:6 Citrus Avenue at S. Highland Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 15 0 2 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 6 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 2 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 83 0 8 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 8 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 92 0 9 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 9 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 8 0 1 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 1 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%AM In 21 0 6 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%30%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 6 0 0 0 0 0 0 0
PM In 0%30%0%0%0%0%0%0%0%0%0%0%PM In 28 0 8 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%30%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 8 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%10%AM In 29 0 0 0 0 0 9 0 0 0 0 3 0
Y 0%0%0%0%0%0%30%10%0%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 26 9 0 0 0 0
PM In 0%0%0%0%0%30%0%0%0%0%10%0%PM In 95 0 0 0 0 0 29 0 0 0 0 10 0
PM Out 0%0%0%0%0%0%30%10%0%0%0%0%PM Out 56 0 0 0 0 0 0 17 6 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%50%20%AM In 23 0 0 5 12 0 0 0 5 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%20%20%50%
Related Projects Trip Distribution_AJC.xlsx, Int 6 10/5/2021, 9:33 AM
Int. #:6 Citrus Avenue at S. Highland Avenue
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 3 3 7
PM In 0%0%20%50%0%0%0%20%0%0%0%0%PM In 73 0 0 15 37 0 0 0 15 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%20%20%50%PM Out 79 0 0 0 0 0 0 0 0 0 16 16 40
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 36 0 0 0 0 0 0 0 4 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%10%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 1 0
PM In 0%0%0%0%0%0%0%10%0%0%0%0%PM In 25 0 0 0 0 0 0 0 3 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%10%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 4 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 50%10%AM In 61 0 0 0 31 0 0 0 0 6 0 0 0
Y 10%0%0%0%0%0%0%0%0%0%0%50%
AM Out AM Out 23 2 0 0 0 0 0 0 0 0 0 0 12
PM In 0%0%0%50%0%0%0%0%10%0%0%0%PM In 43 0 0 0 22 0 0 0 0 4 0 0 0
PM Out 10%0%0%0%0%0%0%0%0%0%0%50%PM Out 65 7 0 0 0 0 0 0 0 0 0 0 33
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 50%10%AM In 24 0 0 0 12 0 0 0 0 2 0 0 0
Y 10%0%0%0%0%0%0%0%0%0%0%50%
AM Out AM Out 14 1 0 0 0 0 0 0 0 0 0 0 7
PM In 0%0%0%50%0%0%0%0%10%0%0%0%PM In 29 0 0 0 15 0 0 0 0 3 0 0 0
PM Out 10%0%0%0%0%0%0%0%0%0%0%50%PM Out 29 3 0 0 0 0 0 0 0 0 0 0 15
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 7 0 0 0 0 1 0 0 0 0 0 0 0
Y 0%20%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 3 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%20%0%0%0%0%0%0%0%PM In 17 0 0 0 0 3 0 0 0 0 0 0 0
PM Out 0%20%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 2 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 60%AM In 18 0 0 0 0 11 0 0 0 0 0 0 0
Y 0%60%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 32 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%60%0%0%0%0%0%0%0%PM In 60 0 0 0 0 36 0 0 0 0 0 0 0
PM Out 0%60%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 21 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 6 10/5/2021, 9:33 AM
Int. #:6 Citrus Avenue at S. Highland Avenue
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 60%AM In 4 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%60%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 7 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%60%0%0%0%0%0%0%0%PM In 12 0 0 0 0 7 0 0 0 0 0 0 0
PM Out 0%60%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 4 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 40%AM In 6 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%40%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 8 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%40%0%0%0%0%0%0%0%PM In 19 0 0 0 0 8 0 0 0 0 0 0 0
PM Out 0%40%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 4 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%AM In 6 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%30%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 5 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%0%0%0%0%PM In 16 0 0 0 0 5 0 0 0 0 0 0 0
PM Out 0%30%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 3 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 3 0 0 0 0 1 0 0 0 0 0 0 0
Y 0%20%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 2 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%20%0%0%0%0%0%0%0%PM In 9 0 0 0 0 2 0 0 0 0 0 0 0
PM Out 0%20%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 1 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 50%AM In 6 0 0 0 0 3 0 0 0 0 0 0 0
Y 0%50%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 6 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%50%0%0%0%0%0%0%0%PM In 13 0 0 0 0 7 0 0 0 0 0 0 0
PM Out 0%50%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 4 0 0 0 0 0 0 0 0 0 0
Zone #21 Single Family Residences
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 1 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 6 10/5/2021, 9:33 AM
Int. #:6 Citrus Avenue at S. Highland Avenue
Y 0%0%0%0%20%0%0%0%0%0%0%0%
AM Out AM Out 3 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%PM In 3 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 6 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:7
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 51 5 1 21 0 13 5 2 0 0 0
AM Out 6 60 0 0 43 5 0 0 0 3 3 3
AM Tot 6 111 5 1 64 5 13 5 2 3 3 3
PM In 0 67 5 3 65 0 10 5 7 0 0 0
PM Out 5 37 0 0 72 14 0 0 0 5 5 2
PM Tot 5 104 5 3 137 14 10 5 7 5 5 2
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 19 0 4 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%20%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 11 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%PM In 63 0 13 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 7 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 13 0 3 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%20%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 7 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%0%PM In 37 0 7 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 5 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%25%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Citrus Avenue at Walnut Street
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 7 10/5/2021, 9:33 AM
Int. #:7 Citrus Avenue at Walnut Street
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 15 0 2 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 6 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 2 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 83 0 8 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 8 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 92 0 9 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 9 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 8 0 1 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%10%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 1 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%AM In 21 0 6 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%30%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 6 0 0 0 0 0 0 0
PM In 0%30%0%0%0%0%0%0%0%0%0%0%PM In 28 0 8 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%30%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 8 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 29 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 95 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 0 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 23 0 5 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%20%0%0%0%0%0%0%0%
Related Projects Trip Distribution_AJC.xlsx, Int 7 10/5/2021, 9:33 AM
Int. #:7 Citrus Avenue at Walnut Street
AM Out AM Out 14 0 0 0 0 3 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%0%PM In 73 0 15 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 79 0 0 0 0 16 0 0 0 0 0 0 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%10%AM In 36 0 0 4 0 0 0 0 4 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%10%10%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 1 1 0
PM In 0%0%10%0%0%0%0%10%0%0%0%0%PM In 25 0 0 3 0 0 0 0 3 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%10%10%0%PM Out 38 0 0 0 0 0 0 0 0 0 4 4 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 15%15%AM In 61 0 9 0 0 0 0 9 0 0 0 0 0
Y 0%0%0%0%15%15%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 3 3 0 0 0 0 0 0
PM In 0%15%0%0%0%0%15%0%0%0%0%0%PM In 43 0 6 0 0 0 0 6 0 0 0 0 0
PM Out 0%0%0%0%15%15%0%0%0%0%0%0%PM Out 65 0 0 0 0 10 10 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 15%15%AM In 24 0 4 0 0 0 0 4 0 0 0 0 0
Y 0%0%0%0%15%15%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 2 2 0 0 0 0 0 0
PM In 0%15%0%0%0%0%15%0%0%0%0%0%PM In 29 0 4 0 0 0 0 4 0 0 0 0 0
PM Out 0%0%0%0%15%15%0%0%0%0%0%0%PM Out 29 0 0 0 0 4 4 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%20%10%AM In 7 0 0 1 1 0 0 0 1 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%10%10%20%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 2 2 3
PM In 0%0%10%20%0%0%0%10%0%0%0%0%PM In 17 0 0 2 3 0 0 0 2 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%10%10%20%PM Out 11 0 0 0 0 0 0 0 0 0 1 1 2
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 60%10%AM In 18 0 0 0 0 11 0 0 0 2 0 0 0
Y 10%60%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 5 32 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%60%0%0%0%10%0%0%0%PM In 60 0 0 0 0 36 0 0 0 6 0 0 0
PM Out 10%60%0%0%0%0%0%0%0%0%0%0%PM Out 35 4 21 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 7 10/5/2021, 9:33 AM
Int. #:7 Citrus Avenue at Walnut Street
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 60%10%AM In 4 0 0 0 0 2 0 0 0 0 0 0 0
Y 10%60%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 1 7 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%60%0%0%0%10%0%0%0%PM In 12 0 0 0 0 7 0 0 0 1 0 0 0
PM Out 10%60%0%0%0%0%0%0%0%0%0%0%PM Out 7 1 4 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 40%AM In 6 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%40%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 8 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%40%0%0%0%0%0%0%0%PM In 19 0 0 0 0 8 0 0 0 0 0 0 0
PM Out 0%40%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 4 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30%AM In 6 0 0 0 0 2 0 0 0 0 0 0 0
Y 0%30%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 5 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%30%0%0%0%0%0%0%0%PM In 16 0 0 0 0 5 0 0 0 0 0 0 0
PM Out 0%30%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 3 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 3 0 0 0 0 1 0 0 0 0 0 0 0
Y 0%20%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 2 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%20%0%0%0%0%0%0%0%PM In 9 0 0 0 0 2 0 0 0 0 0 0 0
PM Out 0%20%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 1 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 50%AM In 6 0 0 0 0 3 0 0 0 0 0 0 0
Y 0%50%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 6 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%50%0%0%0%0%0%0%0%PM In 13 0 0 0 0 7 0 0 0 0 0 0 0
PM Out 0%50%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 4 0 0 0 0 0 0 0 0 0 0
Zone #21 Single Family Residences
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 1 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 7 10/5/2021, 9:33 AM
Int. #:7 Citrus Avenue at Walnut Street
Y 0%0%0%0%20%0%0%0%0%0%0%0%
AM Out AM Out 3 0 0 0 0 1 0 0 0 0 0 0 0
PM In 0%20%0%0%0%0%0%0%0%0%0%PM In 3 0 1 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%20%0%0%0%0%0%0%0%PM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 7 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:8
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 9 0 0 12 0
AM Out 0 0 0 0 0 0 0 35 0 0 4 0
AM Tot 0 0 0 0 0 0 0 44 0 0 16 0
PM In 0 0 0 0 0 0 0 18 0 0 38 0
PM Out 0 0 0 0 0 0 0 22 0 0 20 0
PM Tot 0 0 0 0 0 0 0 40 0 0 58 0
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 19 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 63 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 13 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 37 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 0 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Jacaranda Avenue at S. Highland Avenue
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 8 10/5/2021, 9:33 AM
Int. #:8 Jacaranda Avenue at S. Highland Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 40%AM In 29 0 0 0 0 0 0 0 0 0 0 12 0
Y 0%0%0%0%0%0%0%40%0%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 0 35 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%40%0%PM In 95 0 0 0 0 0 0 0 0 0 0 38 0
PM Out 0%0%0%0%0%0%0%40%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 22 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 23 0 0 0 0 0 0 0 5 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%20%0%
Related Projects Trip Distribution_AJC.xlsx, Int 8 10/5/2021, 9:33 AM
Int. #:8 Jacaranda Avenue at S. Highland Avenue
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 3 0
PM In 0%0%0%0%0%0%0%20%0%0%0%0%PM In 73 0 0 0 0 0 0 0 15 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%20%0%PM Out 79 0 0 0 0 0 0 0 0 0 0 16 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 36 0 0 0 0 0 0 0 4 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%10%0%
AM Out 3%AM Out 13 0 0 0 0 0 0 0 0 0 0 1 0
PM In 0%0%0%0%0%0%0%10%0%0%0%0%PM In 25 0 0 0 0 0 0 0 3 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%10%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 4 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 8 10/5/2021, 9:33 AM
Int. #:8 Jacaranda Avenue at S. Highland Avenue
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
Zone #21 Single Family Residences
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 1 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 8 10/5/2021, 9:33 AM
Int. #:8 Jacaranda Avenue at S. Highland Avenue
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 3 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 8 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:9
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 9 0 0 12 0
AM Out 0 0 0 0 0 0 0 35 0 0 4 0
AM Tot 0 0 0 0 0 0 0 44 0 0 16 0
PM In 0 0 0 0 0 0 0 18 0 0 38 0
PM Out 0 0 0 0 0 0 0 22 0 0 20 0
PM Tot 0 0 0 0 0 0 0 40 0 0 58 0
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 19 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 63 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 13 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 37 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 0 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Tokay Avenue at S. Highland Avenue
Yellow cells calculate
Related Projects Trip Distribution_AJC.xlsx, Int 9 10/5/2021, 9:33 AM
Int. #:9 Tokay Avenue at S. Highland Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 40%AM In 29 0 0 0 0 0 0 0 0 0 0 12 0
Y 0%0%0%0%0%0%0%40%0%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 0 35 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%40%0%PM In 95 0 0 0 0 0 0 0 0 0 0 38 0
PM Out 0%0%0%0%0%0%0%40%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 22 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 23 0 0 0 0 0 0 0 5 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%20%0%
Related Projects Trip Distribution_AJC.xlsx, Int 9 10/5/2021, 9:33 AM
Int. #:9 Tokay Avenue at S. Highland Avenue
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 3 0
PM In 0%0%0%0%0%0%0%20%0%0%0%0%PM In 73 0 0 0 0 0 0 0 15 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%20%0%PM Out 79 0 0 0 0 0 0 0 0 0 0 16 0
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 36 0 0 0 0 0 0 0 4 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%10%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 1 0
PM In 0%0%0%0%0%0%0%10%0%0%0%0%PM In 25 0 0 0 0 0 0 0 3 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%10%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 4 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 9 10/5/2021, 9:33 AM
Int. #:9 Tokay Avenue at S. Highland Avenue
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
Zone #21 Single Family Residences
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 1 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 9 10/5/2021, 9:33 AM
Int. #:9 Tokay Avenue at S. Highland Avenue
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 3 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
Related Projects Trip Distribution_AJC.xlsx, Int 9 10/5/2021, 9:33 AM
Enter only in blue cells
Int. #:10
Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 9 0 0 12 0
AM Out 0 0 0 0 0 0 0 35 0 0 4 0
AM Tot 0 0 0 0 0 0 0 44 0 0 16 0
PM In 0 0 0 0 0 0 0 18 0 0 38 0
PM Out 0 0 0 0 0 0 0 22 0 0 20 0
PM Tot 0 0 0 0 0 0 0 40 0 0 58 0
Zone #1 Shady Trails PA 13 & 14
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 19 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 56 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 63 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
Zone #2 Shady Trail Spa 16
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 13 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 37 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 37 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 0 0 0 0 0 0 0 0
Zone #3 Casa Grande Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0
Zone #4 Sierra/Summit Warehouse
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0
Zone #5 Mango Avenue Industrial
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
Cherimoya Avenue at S. Highland Avenue
Yellow cells calculate
Int. #:10 Cherimoya Avenue at S. Highland Avenue
AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
Zone #6 Sierra Lakes & Mango Convenience Store and Pumps
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0
Zone #7 Smile Studio Dental Building
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #8 Costco Fuel Facility Expansion
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0
Zone #9 The Retreat
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 40%AM In 29 0 0 0 0 0 0 0 0 0 0 12 0
Y 0%0%0%0%0%0%0%40%0%0%0%0%
AM Out AM Out 88 0 0 0 0 0 0 0 35 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%40%0%PM In 95 0 0 0 0 0 0 0 0 0 0 38 0
PM Out 0%0%0%0%0%0%0%40%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 22 0 0 0 0
Zone #10 Citrus Crossroads
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 20%AM In 23 0 0 0 0 0 0 0 5 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%20%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 3 0
PM In 0%0%0%0%0%0%0%20%0%0%0%0%PM In 73 0 0 0 0 0 0 0 15 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%20%0%PM Out 79 0 0 0 0 0 0 0 0 0 0 16 0
Int. #:10 Cherimoya Avenue at S. Highland Avenue
Zone #11 Fontana Hyundai
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 10%AM In 36 0 0 0 0 0 0 0 4 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%10%0%
AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 1 0
PM In 0%0%0%0%0%0%0%10%0%0%0%0%PM In 25 0 0 0 0 0 0 0 3 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%10%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 4 0
Zone #12 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0
Zone #13 Fontana CDRJ Dealership
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0
Zone #14 Walnut Village Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #15 Providence II Amendment
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0
Zone #16 Kingston Meadow
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Int. #:10 Cherimoya Avenue at S. Highland Avenue
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0
Zone #17 Baseline Apartments
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0
Zone #18 Multi-Family Project
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
Zone #19 Mango Villas
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0
Zone #20 Almeria Senior Housing
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
Zone #21 Single Family Residences
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In AM In 1 0 0 0 0 0 0 0 0 0 0 0 0
Y 0%0%0%0%0%0%0%0%0%0%0%0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 3 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
APPENDIX F
SBTAM MODEL PLOTS AND
B-TURNS WORKSHEETS
39016000148010,22216,6140340044016012790016044002,963440160075013,49802,625041600000
5129021965713,250010308204,0480352118,31502,38004413514,90000057136111,6390011,96015,0100010,167017,3909,0550723406676681 11 01,323752
1011018,665012,17207,55714,8030010,3581813012,861653513,006013,626012,8690021,637014,4795913314,2970160437281914,267054747728292024500012,79359223561018,62634014312936771073644747359381390403010,18280254195500012,2885589044202121009932695361 80
1110
7971,543 0554456392773945
422419
102173 6529723344612,2880119164061955
88006598293717581
1,9212,7462862
2104251,0419114913193913769703
46400
002541,2072861
13146019
8523052712823171418308663142308115
96231153393
1019 1511
3937745356108252797312753
21711311757
6122143051,4531,92870027023462124226851,046
161130272237795230
1001501,7201,9393111970926725252500102500014,3043,4391,2608271,371
0 0
249114206136236291017,298012,61424222,3800018,8907,557016,000034007016318643613,7050189126201809,6171 1 3000
9,93800016,000046868833672948241011143
00351422,747043130535241319014,25828 1398 015,69224016725409,14301,0496851,1636629,529000141622058611320911121411470520364
268
4321,05302,9638505863421306183147743759111,0551,40301,203731586918518,27902032161823169798199147994479812820546376076942745246443700574257622364012,791112195 149931612211,247554386782290019735512127 9 3390005224 1950741832541964125282501939,143076591045107952513035473020,303220265210
4227
2541,20718,880025536211621415274295293
1911,07885200262773601161257593015,5121,024322 33381,268856206127881880053611,7231,56410,1640016,21361355230052151 012592201718018,88702,4263,6633831,03570032 3
6012336290018,646012,430186591453001393150113213133523035817926115290148220169
07950118
97193
3,1042,123018,649157014134478133
74807 351
1,4332,1923232629281,463
1 9 5455
4 161 288184842661,4581,032571090605016,4105821,135 851886502,1793,38640225535139030231392955541,73066647512,79101600306200012,430017,2989571,411
16 55491,5035954133187561962671664993 72627 88182471159217959147866453101,21606685109359254633890
012,7911,9522,1816691,2215 0112
5861,2011 2 8387
1,2119154811,1070 02,8463,230 96189
16271,1399471,10191445133 8110
15,799096242824736952243065141 6 0141
27161 8 516426754951514529299590
1,231701672 4 7292315126379157 2 337
238437189113235289115982292491148817116013588901 84 5 621283301873 868
8921,2861,5894471,2732,2591441
1 7 3132
1102271,2651,8310045224903762 0 966
270314273214297921637325916413,73901 51
1,60609968781553141432406 944
1681271 87309
46151073624171,6110545429621301186914311723663352664413422,5749571,20725495603354423843142267502 381961,0111,2291,40987229291691751,6511,023
612384
50792882715 353
003,4072,130897140147578547779733813619402,21601,011111142
39020217071002 936
3545993976212319232191,1301,54010818676238
156186132686711,48500
5592282751531,7811,309
519912277362471,4078068586474891,6182,79119219188
125186
291205652,6251,78770351113333
751663 0 8365 337132319298148563002 1 42,2 6 3 652,2433,6962,2563,7571,3609121,7061,0062,1422,8438317538577737368767323253739234380911 122324130627 5184 1031711,3792,0671,7551,26212619024880416783400
1,6503,039
200709
3,5041,699
2890
15827597156 92123
005745373015971682753184473644942593262981576696712965091,061571311
1412
118278 194239
56342721882,0282,2541672935281631,9432,278
2,4031,14316846111897
351271
112107
484321
14151147480268471113,7142,31436131
30822426234 1170 91087130
4191317416034760416259268394
361167280129851292594801381641,1821,148617268466202 324268190206353259
8601,1795483471,2691,407162617112829120422111264257
9066002362025059109 138653515414917304511734152945474526632501471,3761,166163704,1372,489815889292913134344371,312109155 5821,096682531230093116129159321231,156366
11630198442565259377189
,166,2054105431,1711,4641180640213110011274 7129181535
4161281,8072,9405644292151394279
131118934401
2317217139
01161214
3441118177441,2431,202919 1,0101,158
705305
106981414778071,3501,16980072714802597714311601021,6071,36314359180377
359777313302002,4201,609726582205843,7131,868380255822650254310
4,1312,6902,7674,0012,5003,6432,5663,8531192611671421,9782,505
2,0521,227
2,5791,900
82125300186 329142
22213251833881219378
9821,204634266
7475259100213 3121782023720202
18187122531,2082,28481714154022651501023175062481001254221834 311255
11273351549556346221 17248
9132
3,0632,62811381,6621,4669915696279 263538644529894953073125741,5061,40733137738025511022217125900319331244214266431
4746
4902171452991,9961,7611,6111,1982561763562581,2071,112
1,7713,0321,1431,1911,9992,44021198944
005294451,2791,095 951244162271313121613369051,3438513064033119321,6802,0691,561983
199220943586
69355653291956281,371827 1653959753431,186381 2,6262901,9032121,211980521423290198 414663741022,0042,4092,2792,103470403966469338188312164 1534721,410841 169
3 0 71282,8293,0802,9892,923
231175395738121163
955748471188 2019340116
507545118113
10987 139291153213310
523600
137244
121181114327614,63402,222046811362803352661,9312,455224145
46811,2272,052251132116579631,220
65
1,1492,8639631,220 181633762163629831417024818228611,0791,12990436210987524400
36149582568714641719,67605312311527180233160417396134272206 251428
1191131,4182,5092223211,5851,134276385290211489317297299
255500521814035474754012602512,4491,798178785081935042625920299589425416051721712948
2041841,1311,25538274236215400211112156178
782964
139129637059409516238197164122 79748013061388391,3252,57247341,9852,45372168456432747923620325318524203628328761956706721,5011,08048127 1,2971,4912,1201,45089
1,2522,2133183694,2562,4651,5252,135
543180 21413314 5251
19,60809125193013401,0891,577327393 3652132,2121,06806340878331165184030492793560057787654585460
00175213 312114124369386511
961173,4722,9523225783979062495793838149881,1981,0311,22730569563999465278163050540506233446
511703
08319295
1,5602,296
128255
10411464931911532673702331871,7811,5321,4108417411,0938331,4031,4207840409571,0991,0831,3134493953,0551,0462,7522,9812,7291,885 1,7932,580 1,1125101457088828851,8361105624454902421471773112761961,4413,237
97147
1,5161,1085047141,3088742,4311,4882,79016,000029938446446769223941136354254 607335
3633 16853 2194494324183541271,0501,413
34613924880440225589597701,7216930501,7454633373227631,4751,061
02,09532832,6250202119
81971183311972621,365
110151 1,8112,0742,1353,14770530625954712832012,7912,4631,4691,2832,62648423247674242547047251,0611,475
6611,2234512831692323123637666301,3301,638302221 1,29102255863651961,3562,04065118116150149931,2631,0881,1766132,3822,187251350 46838901,125293109,938881732,5461,6493,96901,4012,675168171
1,3371,8131,0146933871621,2191,4950677 9951,482
3,616071835932252 5033801,1974219192592359480
40563152012154731392950254 386161
8482,1951,2862,150576235 1,74501,0551,699041836086315118010916201254
2 233
100288 03,969252319930001,112286297
7480343216172834958301828996030284850 6061,2894571,3282857190548014,634129451561812271892471950012123,1361,9501 2 48495169
53617003291111,46509469
0001,6572,6331,428
00015,759237148882429118330 53394444601,9961,099
6480013,1141,1712,034 640006501,0441,07718182632118306861688196204284103
1952101,4736616471,4491,4160117320153110
421014210135612 5 7445
1,1661,04532629 212658 9511202,2228129587569281336414,2970218862933551,8251,2551,197001,011301256018,6262,9583,4723831982031922,4800019,6081425472363 3502511181491,611018969421 01428
80 401,1121 ,3 0 23401,4472,4131,028094301,5221,7721,6401,84103,616002,1293,134421028319345023868751452,4551,79063571,3872,7688780212587555261
239161
01,828653946034 0366345
35676677935215131800241
1,2573,36202,031273157 4709908310133625472013,498307196001,8411,7301,4908571,0551,4032,4318743003492461402091,000716725
181813361017,2982,4201,6095625 1,5207361,8802,5112,5101,8775,6734,7001143995481,30904978119592188554571,3285064111214
1,6570245913180551,6381,33008451,6351,3302,3402,25710918701,2912424076 96447
01,309125124247239121520 5541,13904211844312019 567121500968827705716768100247992454613150943882373041191,01201,019009923027
2,1138971101583,6632,42601,828001,9741,5691,9211,65008450143
75110206140422719 16238644502212211,7102,039442308549922
2551662881711,9122,011141224
02,6251963073,0551,0461643123,2371,441 1,6683,234
01,721106245813125441293184811,10770920066104308115003,1754,01800 74404263491 ,8 47559 533636067136018632245065404523027783721,9691,112
221,1551,94525831201,03315211619422314 2,5602,03626311,0513551162512311076334115681981,8092,230288574708278132571,2638478721,409123731,2551,475
26142,6672,519 2,7291,885
1,4131,050
3806842,0641,358203079227402,09542279,9070129303 1115841621154704555117773502031733074511791,701380202236427151
68251,41601,207254233620013401,02801,1252,3651,803110354
11
1,1411,3771,3651,2281,2531,0062,1793,3866634221,0611,3082,8242,11819834919627638742 1 01 6 4640331
2,0401,35671274800
9571,411386511415498
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642,3053,5912,1373,5702351471048564 156119340247377290364244088993234298114436347403397119265133459142216209783448637005013340 1,8251,25529415616,2130139258 2661213,8692,3153,6552,4777782014,267514
239692
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739376
1,135582 1,847559209119236202640331 4,0183,1752,6194,04033646167706623981,493842
09221,4406301,04550514638519099111901,3313,4443,0551,0464924084076 337334
104202
4 4 525701,189267515691652,7731,0721,6022,3272,1541,521283106
303129 1,7052,4851,0463,0552,5749574843219757492,0391,7102,2301,8082,7482,040
6431802,1303,407601224577272422314247326116
7072,3762469 1,730554
1,4650261187 3271959301,3811,2688569461,2261,2896062 8 1309 13921181446401,2039762,0301,9222,098174402335230196242125426215262226 461464141681,9171,322
1,5051,994
1481441,1681,984 62226189960992 63653387635599671,48374519640032242,9401,8071,3577543,1361,950336155 207326209113 5010001,2693,89002,2161,062363179334996050460598 1
394769
1432292,3434,0322,3583,9161,6341,182 1,7052,4856480604586501,4061,8631,4261,8442,1793,3863,2442,2643229 1,0722,7736423890001,2917502261,6381,33035611,6341,1123801711,4142,230245911,4282,6330852
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019,6132,0262,7411,3577543,3033,8562816001,3102,4862,2761,66599206884681,3681,8791,0762,774
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1,9961,099
1,701380354592,0082,146002212654583621,4751,061
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1,4207843,2302,846
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1,2341,4471,3571,8381,5061,407
4199451442522302102,5211,99532245355871,5011,080254933
4431,23311 8571
6221693693242501935 0 4333
1,4451,2331,1551,9456878252,9812,752564411748955153393
FOOTHILL FWY0 .33 .67 1MilesMap layersNodeBase Year LinksNode selection setsCentroidsBase Year Links selection setsConnectors999SBTAM 2012Fontana SiteAM Peak Period Traffic FlowSUMMIT AVEARROW RTEMMILLIKEN AVE
DAY CREEK BLVD
HAVEN AVEARCHIBALD AVE
SIERRA AVE
CHERRY AVEALDER AVEBASELINE AVEETIWANDA AVE
EAST AVE
BEECH AVE
FOOTHILL BLVDWILSON AVE
3,057010,226004,237076,85971,49603,414005,388010,019865,0610010,0685,9000013,0525,920010,19704,384098,384016,49904012000000
217225414644249352,5560117775,252021,413014213082,601020,032030735672,6950002,1692,21868,4810070,17360,1850057,974076,20849,65901,1011,0453,7853,1404 96 36,0275,888
5453081,191052,945060,76665,8720084,7068388075,52381035567,533072,712064,0300091,752069,78557754575,77801,7681,69413614261,18802,7982,65315016271665700076,322205206377251073,5563,003024181591483232991,1401,1122423662,0792,2122,3672,218077,26563687618917700074,26550647705,3671,417478001,1261,5043243542060
5354
6,7466,758 01851331552,5582,6582193281,9922,083
852803 1,3511,1741,9191,75374,26507587281714213197
404300331497169943,6113,252
13,11513,357343378
15163,8993,75778173667681341354,3103,739
16113800
003,6283,900340378
5957189258
3,6743,0894301,3226891646216422842396147581,0841,079
8488191,3891,394
6065 6158
3,2633,101236221827980515460431434
830855479453
1833661254029,3779,0712,4672,799147125123787864,7754,815
5687002201103,5573,347101267
63667410,86710,5302602642,4552,6001,9511,93600606500077,21813,97710,8745,9905,710
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80,80000071,14403,2863,5013302412,8282,6982322239189
0023544314,71501,6131,7131531516768084,2681,6 2 9
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10387
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128114
3,6283,90081,97501,2001,5608828815666671,6691,583
2,8992,9444,574001,1274551,342762793555455074,3393,4383,607 1502186,0056,2959501,018706689002753409,3629,78680,3530065,60825137712512500593444 01,2863,293081979182,150019,49117,0954,3993,8764,1 094 ,4 212111,3431,1141,224079,675074,647582452172183001,1201,104403781101801,8981,9981,3871,9632282431,1891,058974916
05,061511476
639672
13,64215,106079,8651676001,2431,24860967067452134 7319
10,5869,6231,6991,8046,5006,316
1 ,6 0 91,5 6 4 1,9 0 92,16 2
394353531744446,8697,12441739305,401065,4895,0974,725 2512645,147015,63816,7661,5441,7862,0582,0991,6011,4884504257,1975,581
2 ,6 8 0
2 ,9 3 8
74,473010,06803,255975074,598073,9695,8656,308
89 2712564,9584,5779651,2913783961,4121,4301,8121,6162,7 3 02,5 8 38488693973954,6164,8624,5764,8102,4022,50710,352044445425641,6421,6714,0394,329
074,47311,83111,7945,1074,7415 2 7354
4,6604,4441 ,3 5 41,3 0 7
5,6285,2744,5244,4940 016,47916,639 808726
77825,8866,3665,6686,2161201923 4 0341
73,39303,8534,2611,5851,5491691692,2422,2098 2 9841
82778 3 17992,1392,1973783751831962 ,3 2 62,4 7 4
4,8894,80328241 ,2 4 31,4 0 21,1041,1691,3781,5051 5 8158
1,8421,6996426161,0921,12919216629321,0287458057247047385,06501 6 3144 4944861,3991,4762 8 1240
7,3987,3014,9885,0908,8019,175107103
7 4 7763
9668208,9828,7890221331202,6392,3656 7 9703
1,7371,2841,0471,4809821,0266326471,1931,13881,21902 11 9
5,766037363583451,2221,0888348022 9 3319
8418501 ,2 9 11,2 2 5
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2,5442,712
3193461,4991,39942 7402
0016,39615,3884274372,3543,4482,8873,1252,7302,93871058008,06705,286761747
1,8961,576637540001 54168
1,1896185,3685,6236346321461225,6776,625835839534724
9121,0085525465,1415,59100
2,0002,0827971,2028,7588,830
4,7934,5062793522872676,5536,4324725201,3231,73711,59911,5977582449451
1,0681,218
12113405,80813,30012,6373,3623,242344342
5475491,6 3 2
1 ,7 1 7 1,1601,2141,4631,5861,2761,356004 ,8 9 05,1 6 8 181816,99018,41016,68418,0796,4636,6037,5287,79815,16614,3806456401,1557082,6343,1782,5473,1332,5222,5611,5431,4564748 1013601,5671,5571,26 5
1,348 7077119,1569,1718,4468,2466858772,7082,781713536291012,61012,152
2,8942,801
13,42313,981
293278
1,2451,195615744 655557
003363261731603712129639621,8881,7912,1402,0401,2811,3691,0961,0275945221,0931,1415,6725,4562,2882,334
6975
9841,226 1,3381,042
2112151,1811,17011,99211,9561,3011,3321,9222,06611,88211,777
9,2609,1321,6121,551494458
1,5991,642
539499
2,0862,112
24181,2478132,1251,88329634418,21916,974484369
1,5041,390301141 ,9 3 7
2 ,0 0 8 4679552552
1,3061,4826125942,7162,6105605901,4831,801
1,3351,3061,0951,0935706621,9992,3041,1176136,2626,3012,3772,3382,0711,903 1,6501,9188071,167 1,5311,472
5,6725,6352,4832,3397,3667,516838463280645228742913091,2221,193
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1,1901,03129292,7013,46554481,3471,407
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1,9092,16214,86413,4752272741,0551,1481,8061,906
64661,6591,58711
5855958951
04,8597569
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2,0602,497
6166011,7281,6485,6315,5584,8195,1923713722,3041,9993,2603,2641,1676547,3286,6874754951,4621,380
3,0642,8981,4881,6013012,12112,8263,1633,41857471015,62816,6711,6491,6084,1063,7611,6031,583
20,22418,39018,22220,08916,92418,56717,62819,3721,2851,15895983612,62512,282
9,2139,734
12,43112,744
5715511,3671,705 1,3791,601
1061231,3601,3482152431,6531,586
6,1605,8312,4202,502
5083955448558604 1,3111,351672223161626
7547864924459,9849,465404180771,6001,7489387211,9121,8999297801,6391,534387176 1,8301,802
221,6541,8373,1013,0731,6451,745 491685
332363
15,89816,12263698,1558,2787006997711,034 2,2262,0863,2423,28029291,7571,9292,0031,9607,8567,7951,7931,8261,6491,6089947441,1341,155 12801,5631,670 1,0781,1842,0331,932
250253
2,0742,4781,2381,29410,95010,2788,2547,8681,2681,0161,4061,5056,3876,355
13,81112,6215,8906,62512,31713,1388275376400
002,1862,2706,4956,501 5866021,6421,6266767757063696,6185,7615235262,5682,72412214610,95511,1396,5067,233
1,1821,2343,7763,857
2662692,2422,1751,9871,9425,7105,990 1,5381,4906,4842,0995,7872,117 12,0901,45212,8601,6375,8406,5052,7192,7091,4321,339 2,6812,98734232912,73212,75212,71512,6892,3642,6053,9514,0701,5151,6251,3831,504 1,7471,7345,8576,122 6263
1 ,1 0 6
1 ,1 5 916,03116,20516,18515,990
1,6661,3783,2402,98239393035
4,3164,3281,6761,747 64641,1561,197
2,9732,384621565
479452 41431,1597341,4531,500
3,4363,407
1,1191,044
555753461,1731,14367,724010,81403092791,1271,0161,5721,50412,14112,9671,024999
3092799,7349,2138429704325056,3396,004
1818
11,86110,6416,3396,004 90972,6502,5382,3612,5261,4461,3451,1051,1302843005,8205,7573,2143,42447945231630700
2,3212,3164,5024,2961,5781,52486,47704434868241,3997996701,1141,3731,2651,0351,6021,385 1,9521,818
5514949,74110,1291,3571,3286,7425,7721,6561,8561,4391,2531,9351,9951,8701,6112,0052,0715745982,5862,7293,4482,3541,4291,23012,69312,5647047001,7261,7781,8501,8018096775,0635,6369691,0281,8491,808515541
8348746,6925,9652,4942,6241,2651,40900661720750712
4,5364,551
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9,4469,4311,7251,93720,61017,4879,7019,728
1 ,9202,3 37 87499398 0953
86,34604,5064,7931,6141,6986,9147,5941,9571,864 1,7391,7328,7308,46606,31505,6954073522,5122,6072001021,5321,450003,7724,5693,6424,441471009371,4761,1141,2271,3231,3532,6422,296
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3,2453,362
04,329450425
10,8610,55
1,3511,081
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759683
7,3347,5712421245,2085,2468,4399,27811,07310,97371,14401,3171,9721,9372,6412,3103,1843365331,7091,652 2,6612,735
167155 482439 2,6472,5421,8451,9601,2611,3707,0886,501
1,1811,3892,7082,7811,5441,7865,8515,33208,1461,306984010,4222,4672,6153,0272,8186,5947,159
08,24140336416,4990649604
32116215651,1691,1794,0883,780
1,0171,067 11,00210,98415,2013,753,8284,1342,1402,081289254
074,47310,1179,6639,9599,8115353174,2543,8711,7911,9104,5974,5577,1596,594
3,3596,3572,3662,4241,1771,2531,5461,5963,4523,7328,3277,8331,1831,171 8,24401,3892,2672,2871,15010,2528,2772,0712,1147528455996276,3996,6557,7257,98512,97212,5181,9461,879 2,7122,73905,377145161080,80071758512,22310,96824,346010,92311,0451,0158139,7688,9474,9785,2911,4231,2347,7137,28904,5066,9416,662
13,37102,6082,7361471351 ,6 551,63405,2721,3421,7642,1561,6222,2452,613
2,5902,5071,7092,0552922911,1311,18808711,4691,712
9,0927,6749,8809,3661,9732,183 10,42206,4656,79002,2151,1251,1322071928879298396101191
129130
1,0741,000 024,3461,9321,8965,946008,3151,6791,639
6745211741566906994,9484,7433,1752,9117,52101 521 3 62,11105,1124,8334,6204,6622,5672,39402,443067,7243874516731,0881,3519271,4591,23500465014,81316,2786 2 349 9657664
7253920401,1661,1357,9460525561
0009,83410,76910,431
00073,1011,4951,4528948058948221 ,5521,5 5 32,0614,2108,2238,509
5,7840072,8808,8718,614 2,979003,2545,0974,58085961351481,1591,0964,4594,4441,1651,1311,1431,115
1,0689395,5285,0944,9995,4377,35901,1451,080697688
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856842
09,6212722712,2 762 ,3091,7051,9523,2143,1413,3993,4011,1971,1990029195
11,31313,47508,6651,2011,126 3,8013,7004,32906369773758098,3841,4951,4300010,16410,4886,2727,0245,9177,0769,2788,4391,8221,7479529613,9182,9713,4623,690
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8,2478,4179101,26517,09519,49109,62141109,93110,23710,02610,32705,20001,4 93
4845001,0221,0782,9252,638 1,2341,4201,27001,0631,03611,19510,4861,9962,2344,1564,1389081,0621,1211,26810,99610,8477721,339
016,4991,4301,49511,0589,6731,5041,38312,03112,692 13,42812,871
08,1462171583954811881851,1311,1244,5244,4942,8012,8944074181,0841,0790020,80722,09000 3,57901,8611,8116 ,2 347,0 91 3,0422,98303,0861,4571,4521751572,6524,0762,0902,0614,0252,8687,4049,427
889,5127,4961,3831,39604,554871051131921,9382,294 13,75714,3581391503,7104,3131,0141,2061,1389472,8822,9681,8872,15511,31611,8412,3702,2612,5912,7774784786,2206,3786,7026,5114143627,8037,217
928814,13214,749 12,27113,097
6,5017,088
2,8342,7499,3669,9911061252,3933,84108,24112811454,23301,0641,049 2,0811,7839168092,5612,6253,6323,6561,5901,5061,3681,2161,6181,5865,1095,5511,1071,0511,5041,5022823427,35903,9003,62815015469485806,61105,37712,08410,6911,3171,245
973
7,2836,4396,7977,6346,1375,92915,63816,7663,3853,1946,6435,98115,74515,2891,4241,4181,2581,1822892861,1 6 41,2512,5682,7248,27710,2523,8334,22400
5,8656,3082,6422,2962,4162,5881,9 452,94 61,0161,0842,8292,9891,0859564,0193,8054,8925,2288,86208,3388,3933,0653,0759,3669,8803,2213,2913243209,93110,23711,06612,45510,97912,34500324318 1,2211,289228250
652215125143,3193,3923,3073,44787991658,09105545544,0303,4393,4652,7011,5901,487293329 1,2321,1953,6493,4273,3302,973 3,0452,7422,0052,0712,2562,1491083,8993,6354,6914,4999,56611,84511,6539,3501,4001,3959739462612692692611,4431,5301,3381,288232716,68917,81015,90517,1741,0361,0714795422125 8389801,8491,9661,5281,6091,3171,39605,0658928421,0161,0372,1632,1192,1972,1711,1461,1941,5501,48394292268673,8283,0045,148002,328134146 8,7518,9641,2351,00965,60809451,014 97598918,76617,46518,52416,910388365061,1864952
3,1842,310
3373171,0131,089075,7019101,2651,0109671,6571,32510,86811,32812,52512,67511,83111,7944964864,9664,7685,1485,3632,5342,4523,2133,1573,2503,39510,47410,03511,21110,7812,9742,9161,93 11,745
4,1812,048
4,7255,097 6,2347,0918107791,0511,1072,5682,72422,09020,80719,41820,3692,1323,1374,50603,1913,1656,9777,071
03,2935,3465,6834,7443,5841,3261,35977481956958411,77613,90411,0589,6732,5163,526318278 1,8741,840
7837753,71 1
1,5 9 2 04,8492,3772,08457664611,6539,35011,57411,01910,27110,7559911,092
1,0491,064 12,21912,4019,67311,0589,8868,4802,0862,1124,0233,81510,48611,19511,83911,31615,69511,439
2,0392,10315,38816,3962,2271,4642,2661,4491,9382,2941,4461,4344551
9,5457,4431,047965,5817,197
7,94601,819879 1,4321,3606,7556,4666,0056,2955,6185,6504,8335,1121 ,5 5 81,5 8 6 9218673,4803,54205,4227,7188,1448,52911,1971,5411,4751,8981,9981,1351,0841 011 9 11,0101,0714967092,7382,55657560112,0686,686
9,5289,607
8208107,1679,624 49670972680807,4383,1103,0423903833,5273,9745,9295,5621,6831,65417515713,47514,8647,8195,22714,81316,2783,458943 1,0203,6061,3391,4042,32800010,33316,34608,0673,7604,3711,3121,2927,52102421244,2 913 ,9633,3302,973
1,0401,02517,93019,05117,64318,8139,2097,054 12,21912,4015,78403212595,14709,8379,2709,9439,25215,63816,76616,56715,271147130 9,35011,6532,8092,8890008,2442,0773,3077,8338,3273772518,1257,5511,3781,3839,3439,7891,27289210,43110,76904,5742,2101,9943,4623,690
18191,0172,0811,78380,59507,2037,2716,5536,4329949809,7849,83305,7844,1174,4364,3863,9556,0415,780
17,31310,1859,72910,00310,45210,799 1,4981,746
087,02310,29113,7467,8195,22719,79019,6692,2872,18611,05711,40812,51711,9537,43803,5013,2869,3958,6757,50914,321
2,9022,7774,3434,06507,5211,7042,0 65 3,0683,33811,04511,05910,65311,151
9561,0853662421,9521,7058,4518,1893,1584,11911,40811,0571,1391,19305,1481,3891,1817103299,6058,23011,95312,51714,25613,68413,63612,9254,9584,5771,1151,143
9,2788,43911,46911,237 1,30698410,81810,362010,3523,9743,5274,849011,68610,794
52,4481,5711,2742,2372,27033,13611,86021,65218,2383,9743,5271,0419807,2547,06991,75201,6031,55310,79910,4525,94602,7382,55680991610,1179,663
8,2238,509
5,1095,5511,18961810,36210,818001,5471,7552,8052,6856,5947,159
44441,4691,71210,27110,75510,16410,48815,01912,91211,77613,9043,2262,74212,32310,90711,06612,45511,05711,4081751571,6791,6393773711,3171,972879916 1,5461,5961481651,0161,2681,2351,4598,9648,7519,72910,003505449402125 8,24405294927,1587,3062,6132,245
2,5902,5072,7423,226010,3521 ,5 4 5
1 ,2 8 5
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2 ,9 7 3 2552952552959,9439,2521,4071,32815,78715,50213,28112,5716,3386,0995,8176,081
7,4467,5389,7707,8467,8567,795
4,2703,7771,0891,0131,2901,24013,37812,3451751573,7113,6227,2176,6713,8292,896
5,1614,5792,34 71,885
1,9501,9811,9541,7391,6871,5724 ,04 41,9 13
7,5327,4409,5127,4964,2964,50215,87815,7082,7822,6394,3284,3161,3891,394
FOOTHILL FWY0 .33 .67 1MilesMap layersNodeBase Year LinksNode selection setsCentroidsBase Year Links selection setsConnectors999SBTAM 2012Fontana SiteAverage Daily Traffic FlowSUMMIT AVEARROW RTEMMILLIKEN AVE
DAY CREEK BLVD
HAVEN AVEARCHIBALD AVE
SIERRA AVE
CHERRY AVEALDER AVEBASELINE AVEETIWANDA AVE
EAST AVE
BEECH AVE
FOOTHILL BLVDWILSON AVE
2,85508,651003,586026,59218,06803,071004,80008,592424,568008,5925,164003,6185,16408,65003,914032,01504,7890179630000
1051474599817113,93001464,74904,8020435120,72507,67901369519,98500060488020,6020020,13315,8330016,536018,09013,71404882151,2419751 83 11,5542,153
2321019,410013,780021,62217,6180029,7003036022,02055313118,177020,173017,4870023,243019,00922112521,0370733398455715,9230889854545845917000022,0485290292117018,6522,8130125646013681528231102266679695766702026,411317232702600022,73218713704,79963815500536678851561100
2123
2,5371,727 048122102570973139213
586699
284210 47113195452022,73203142741009447
161800141303202501,071926
4,5693,816232229
731,599886307208272233571,4021,088
10712600
001,8771,119228230
282260158
1,1861,1815197227532522701391111144224250449
373188583339
2722 2224
1,2717779576370210220137109177
286439137178
6828637243,3182,6765691,115573621833341,5211,288
21234580371,41875897267
2522014,4423,775120635641,02571448000241900021,8133,5003,8362,0841,334
0 0
339291347247235806018,732020,51333347,6790019,62821,624018,9570860025215452349223,39802803532736023,9798 7020
29,30300018,95701,2781,104182701,12861551011450
00101653,614042265455652722024,54967 3578 017,326381401374226,46301,3861,7891,3821,88225,0000002741850473456334434326131194651751
1917
1,61495903,6181,1071,2594306147871,07562470919182,0762,11701,71530715134715019,66603403925183701,3751,837181418141,3321,78610127423951,3971,71275786678785300583901760972021,325241193 1522271920231,8382,6931,2108001440060743418248 0 11,3 5 7009560 1,975039323244054372674853947926,4630891099013202,84156130411398021,5243213832912
4742
1,8771,11919,0890176464364272152302545497
1,0467371,33900306172320260269201165020,2807191,455 1781,6002,047231351279176001181083,2654,16627,7250017,548117292927800348111 0532742018527019,23907,0484,2642,0971,0981,0 511 ,6 3560558231610018,709021,874158169844800487301178738434306144261,03910351329410280285
04,568195103
279229
3,3755,532018,8901590462337270210
47932014 0119
3,1672,1784826032,2331,612
6 3 3366
4 749 33151325911319191,9002,3311569502,613016,7942,1521,182 561301,55904,7904,2573636496936525414241411403,5651,309693
1 ,0 3 8
21,32508,59201,831418021,873018,7321,6041,944
41 99951,3441,480928461021494724267653639 97679 2972031791101,3181,6221,3051,6055929743,237019192532515025821,3411,318
021,3253,4663,2882,0941,3892 2 383
1,9791,2915 5 1284
1,6661,6051,6411,0800 05,3585,061 356191
31281,6192,0351,5412,034251331 7 184
20,21609601,71657542950797755822 6 0276
28312 6 52487955741311315881789634
1,6532,1491493 8 3450263488326580 6 047
7193931982223513861032653063392913292032332821,57607 93 8 1891263705571 1 774
2,8702,3801,2081,8373,4312,3654828
2 2 1270
4061953,5502,4970143518357591 5 7314
93345036486121744316425335640723,955031 0
1,406015131521255103223952508 5127
2563004 85327
294332520031291,864079798020712118413529245893895495716216572,3793,1441,1191,8771271677461,5744135151,7983703 273793,5482,9462,3563,2133364822631491,9672,881
610990
12411152041713 7121
004,1354,8431351648161,7568061,3716371,23923317301,85801,639346264
471359175201006 566
3143792,2282,82619518633351,8531,833356296213195
3473231401921,6971,23900
4898491865002,5563,081
2,6951,88114517984872,4303,0921601672249674,4183,0632832146154
322339
346002,4323,2793,6709861,01182161
2581625 8 5626 267496427540506306001 ,8 4 11,0 7 7 684,9584,3504,8714,3211,6372,1301,8202,6265,6314,3212571793283996821,4646131,4949876025963801918 95150342435 8462 2722063,2722,5232,5882,5712832771,05860820324010104,5742,698
968501
2,8735,227
12567
472327279324 340211
001201336761190204403147525458396255434162974812361416074022,4391,629620981
2532
419508 665347
66813764293,3453,2284523546241,0933,3793,111
2,2703,663663348148174
419455
201174
538646
1253961566737131181064,6625,22126184
444397211150 7712 1633203161
2655762451551,008695138260487532
4106873426022022646557813311882,3242,088666973665811 569799235455477511
2,0041,9807609122,6272,850332819540230362222148408384
124159003183804931362111 1852108497261,1899681781108237094751201,0328533254442,3112,4681542525,4435,2141,5711,8223414867293052,4431,086181210 2,0301,330871654881,088189174187228159718531,682
55625611118001,3581420331550
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4749335,4923,37174135259457563797
232658441810
1921290341
03,8523225
28055517131,1941,5521,7332,043 2,0111,838
5031,179
1991947573622,7161,9121,7512,4811261247816559641,3356062732,1802,339126203579327
1,208701424541003,1724,5838741,2181232804,0416,6135076101,1141,164620529
5,3045,5935,4535,3575,0194,9635,3045,1395772983702783,8733,298
2,1593,367
3,3033,990
200148438840 451832
37534476238770605400
2,4001,961573973
2891811420188163 3845621657169165
1802771672123,9462,4011713312742065244527473552726225066427630683 597625
11534587975959430593 98380
81162
4,2004,88528152,5922,772256201423372 8925449601,11311114588228225312,4642,6026816285076105782374093401280496567308417730516
8188
3419234593223,1502,9792,1912,3415814183545571,9632,069
5,2473,0281,8472,2293,2113,2743228100158
005997931,9552,159 2062034696532626322527172,4211,6412021646261,01935333,1432,7801,6802,589
5465831,0521,390
771146509179534261,3342,084 6013642,2406271,662601 3,1464253,9786391,6632,237762851411427 9518911531403,7233,2923,5243,7297508841,0381,572433621380573 7674581,3832,142 2026
2 2 93995,1504,9875,0615,044
5204651,18472714141017
1,6451,906387694 2225257492
1,155626167247
153166 1518407235476433
1,1031,033
467297
2124231643530118,03703,4830129744742475325163,3233,189294351
129743,3672,1592403881202472,0781,837
68
4,8892,1742,0781,837 32391,1477666221,1243894973113921481271,6541,8367891,51715316614815100
8046571,6121,43563034621,0490210160351643333157485312271465478452 703511
1961693,7792,6074673861,8961,937647649518495491721828704
7485832531278588431,7568165243773,1163,7362144153847146417413821441,5382,183286449582747141243
3083812,3271,8061,00660938171300196329278268
1,4331,375
2372721,9540107769563323399183254 1,0951,148123216875883,9402,59456693,6283,3401,2591,227754983526700347320327306267979897113952311,2009682,2412,581776 2,2132,0062,5573,3411716
3,2612,3586667365,3675,3773,4242,748
4251,1 68 23837636 5242
20,91901,8812,6955045732,7242,417712537 4145842,1623,40102,72501,9342176976394919952471372001,3691,7081,3221,6528100315858 277536496293926597
152175,1456,0071,2406751,5097278985381,8149672,1201,6532,0881,7663069172,8841,94048074140374201,992808954520
1,012986
01,193141140
3,7832,798
726314
2502561351152903098617064273892,6513,0821,3832,1421,6681,4362,1311,3721,4932,27601011,4611,4831,7071,7744941,1042,6533,7594,5524,2463,1014,842 4,5352,894 1,3152,4001452401641622,9371,8531,2183611,380641741624737743524705,0962,533
345224
2,3513,124761032,2921,7033,4762,1814,3252,76218,95703927155719996141,765177189534569 692991
6556 126192 8986345356802525402,5361,906
2735891,0586083636491,8811,46902,42791730603,2077358601,2226791,7822,468
02,1412581654,7890190194
682492103734371,995680
248300 3,2223,0195,5733,3841,0401,74884153267104
021,3252,3422,8063,0572,0932591131,6389384907191,4641,4322,4681,782
1,0422,1646878204634026076887601,1453,0792,085370414 2,86105555978144284,1302,2723939151954381522272,0792,6382,0992,6754,2233,514686565 80289202,0795965029,3032851213,3613,8967,01504,3482,822366262
4,2493,0121,6592,2274525332,5332,14101,6412,3111,940
2,81906761,22556575 4146401,3383621,1651,356316814885
9626453701,114113985164320316 574894
4,1491,7004,5523,122507918 3,20701,8102,0110549204484936225836127344841
5 647
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47932072652303212,0601,5811,3006152,59806 35 760902,3231,3282,0911,2091,0595120662018,037942152283784733345764310018243,7215,9152 2 618 5256193
831840172974252,5010170253
0002,8142,7834,117
00020,11640545538220035521655 54937292,1362,0063,031
2,1300021,0443,1292,154 857008761,6381,249294157584832661,3811,504398367348647
4743141,2161,6801,6361,1872,2850460240217246
1231042362032921176 7 11,8 981,2781,73753961 877132 15520203,4837194309371,3341,1811,73421,03701803435435382,4673,5451,338001,639457459018,6526,0075,1556065173242802,8340020,9194530754910 5656862091841,86401282232362 031,4 2889 102,8228 0 41,9 7 44,2832,8212,15901,50904,2483,5834,4323,71802,81925805,5803,3809760347483103762294662051493,5513,747623424,6952,8021,93408504379061,444
265301
02,6758210566176 6529806
1,1457527491,147440290001189
4,0233,31302,498321428 1,5909541,19302717198348032,015443518002,8042,8971,7583,2542,0762,1172,1813,4766185252703762,2566861,1031,274
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2,81406434333540772,0853,07901,3772,0162,9393,6233,68531424303,0411,1704458 961,210
02,0813153013732,8401,114370 2,2331,43109767283402225 139135241,2091,2851,3839949391,38431424230923950170201,5093721812733841,26401,234002,7583859
1,8693,2603327184,2647,04802,67525803,4994,3273,5874,26901,3770642
1871683094231,223669 53345134503683243,1942,6757741,0251,4851,1513054983695883,9473,327340467
04,7895184432,6533,7595733802,5335,096 5,1432,844
02,427567710812676564642651,6411,080501968160129250449005,9525,65400 78807667101 ,2 723,3 11 940719086539053289788081,9925866991,7391,1121,8523,929
433,9031,91147041001,2723242 541316921,114 3,9064,93459601,0052,1103783623363437711,0733549123,0902,9291,1526286581,3691201932,3763,1283,2132,3561391362,6952,214
35434,0314,938 3,1014,842
1,9062,536
1,2238492,3923,40248494822,05602,141474215,0530463281 1,1162782722457828141,3491,0814986024902104226251,0082,551380318353606
871652,28501,1191,877594923641902,15902,0793,5683,719589294
951
3,2132,1732,3633,3041,8791,8704,7904,2571,0841,2593,0262,0844,0294,940570414470352117823 6 84 8 36261,0192,2724,1301,1571,37100
1,6041,944926597804790
7119893453346581,2413113051,1861,2101,2122,1473,04101,9773,2548001,2103,1224,5521,1151,044991443,4994,3272,8193,9942,8353,93700105130 31746868126
25781472221,2358021,12888033024915,33902251621,2971,2871,35880073833486139 5123011,0691,2591,390785 910975748583617833521,5151,1531,9721,1353,4562,9933,0033,31054635936725367797967432758427409
7135,0854,5384,8884,352292385150189712 23537056266449265440663101,57632718924842962774671366946835370733235826826351,0859581,954005315056 2,4673,54540741317,5480388329 2493884,7615,4574,9245,036142121015,9212821
1,765614
12895272420022,4673327183872568134883,1223,8883,6763,5543,4663,2881491831,8221,5711,6152,0407268491,0869711,0001,0013,9372,7884,1463,0421,021918605371
1,503727
1,1822,152 1,2723,3112363203183806261,0195,6545,9525,8904,8437591,5731,64108951,2581,9722,496
07421,3322,3391,4261,2445163482343501862064,1873,4462,6533,7597701,72115486 644634
3212231,89 8
67101,1349284832521763,0033,3103,5782,7642,5753,250234478
281463 3,6483,0083,7592,6532,3793,1445386461,1731,1472,6753,1942,9283,0904,7923,700
3879074,8434,1355485805884866921,1146675301322
4,6281,46927162 1,3093,565
2,5010651278 4355032,2121,7311,6002,0472,1381,9641,3282,3234 9 7515 3882558981,32501,7152,9071,9432,1423,6877664384306143653174841230355227163 8897701582524,4851,943
2,9662,880
2823112,2502,865 22716319135602,7588479401191371,3251,0501,4892,12465143889783,3715,4923,2941,9913,7215,9151,979451 4372,038334456 5310004,5704,14801,8581,0232,1364943342,5980761031,6 851 ,1241,390785
3872895,6434,7825,4744,7763,0132,277 3,6483,0082,1300971161,55904,2803,1464,3163,1414,7904,2574,3694,5235946 3,3103,0037561,0400002,8613701,7982,0853,0792921172,6162,1453785153,2642,7526434334,1172,78301,3397685781,1031,274
10892531,11627823,34003,4602,6282,4303,0922593653,5834,24802,1308202,2721,7699922,1821,588
4,2294,3602,6154,0772,6872,930 584910
021,5732,8404,1433,2941,9916,6905,7979095334,0432,7933,1683,8502,75801,1041,2783,4692,4672,5994,347
9957021,8801,02602,598418868 8811,3114,2832,8212,6963,219
3053112661028065292,5692,5476922,3362,7934,04343071901,9545892732351753,5272,2203,8503,1683,5814,4343,8904,4181,3441,480647348
2,1813,4763,5942,946 9173063,5352,74203,2371,0501,3251,13403,7742,913
08525123986517518,6863,9435,8676,6831,0501,3253802713,5762,88423,24306906112,9302,6871,86208897702452722,3422,806
2,0063,031
1,0082,5513143792,7423,535004435447968221,7822,468
775748942,5753,2502,8042,8973,7304,5484,1873,4461,0329194,1012,6292,8193,9944,0432,7938978517435151109392715330249 60768862684185814315763,5452,4672,6154,077891782437 2,86101692172,6411,748885814
9626459191,03203,2375 6 1304
1,4932,2765,0615,358
3,3805,5807,60910,18199169220,11602,8024,6951,7072,3131,0261,8803,6483,0084,1463,0422,1241,4898198088088191,9083,0725,0004,9406906111,4946131,7032,2923,7743,4448,6866,6683,4464,1873,3134,0234,8977,1691,9002,331 1,7312,2128 8 91,1 8 2 425042504,3163,1415504434,2714,5304,7193,3112,1991,4941,3722,131
2,7082,8273,8322,2212,4642,602
2,0751,0514202726065693,4663,40189781,2421,1162,2412,5812,172733
2,4061,2081,23 3374
3598547466665394792 ,00 7760
2,8252,7053,9031,9111,4351,6124,2464,5528608801,9061,645583339
FOOTHILL FWY0 .33 .67 1MilesMap layersNodeBase Year LinksNode selection setsCentroidsBase Year Links selection setsConnectors999SBTAM 2012Fontana SitePM Peak Period Traffic FlowSUMMIT AVEARROW RTEMMILLIKEN AVE
DAY CREEK BLVD
HAVEN AVEARCHIBALD AVE
SIERRA AVE
CHERRY AVEALDER AVEBASELINE AVEETIWANDA AVE
EAST AVE
BEECH AVE
FOOTHILL BLVDWILSON AVE
01,8403330023201,7491,7350023203322202,46833206,08205,073033302,35402,919000136132
04,44600 019,3140002,5244,78705078424521,63001239715,5310019,4303,010017,3580019,2346356243005,753013,81314,1310017,687015,3823671676414896 2 72 772634018,305013,894017,62710,60905862741302888484015,03100 25024712,43106,08200318,829014,1850014,61517,1260016,66027528218,340011518812,261039727116616329541693011,3060015,3728780017,15623237001,6828222597922521043927418378398789151,00616,81205841273294114,73003711551,4261,0420232646352593701598910485998,2440411213 207285
0121570488160430461502
148517 2406114,7300022,5622402162007016,906072634843026171609249416212075101929222463510012121,185617
5761,139159714660171300625271114193514341157811,092905
9304443425577527328422135165242116 14911127975178564193184002125014,6431,1241,5562857
78821,10537976108
03121160288130
015,1802,1183,0101,12801,3885284311552564881238015,9784,2531,9321,2211,446
00
721236023,4292813020214,2790252130003,01000932022,46523,5290013,89454700017276195366016,088193118986316015,8241 5 9000
0022,99700018,8290747630183558868508263 1209242862022710234282,54001,0611,042101916,917085 7317
019,1968,2440020,63930319534459296978615,85201,2501,5201,6461,370016,254001413463801133751441391,4852,260 1,3042,364
25 7272
8148
413753011822905,0731,845856161596682568083791391,3912,2032,8350331734459318,91506,80202214461,8161,5771610981,4991,7668123341351,488782104282570439620672004401,3631,38950015,1800107170 167235272193212418247231,7717440039920030822911124154149 8 9466
9581
2438506,80257150901,1976,0820015,85275965011101,05411652533251502720019,668396322236
1949
017,72354741316810434316137674351755
94826701,111071687501312019,67601,288392 01,469020,96240631,40499020913239036601,105005192572,2282,66716,84200077810 014982831912212017,84401,9232,4834,5741,23180945 41,0 6425315412333817,930014,7830302882075431,289000148338171728271,1901,62183973005,753281271,5060141361680400
2,468016547
112189
17,9860431112,108003107177
1101048 662
3,7122,0506632702,1552,040 2 63 402,5421 9 4402
1 585 0518770117716083607722,46501,4231,62996677231,753 116531,32503,0414,0922,6434,0593201,0474646083913851,3382,1411461053,1221,616884507
3320563675014,7836442621,6412,041
51 222307971,8043179947913252872666094 38761 1282981151432,1952,1692,1132,2207303422,0180844877801244503601,033650 2,5482,7881,9692,7276 7136
2,7851,9291 4 4448
1,0641,1334971,23026 61,7574,6813,703 383297
1794911,9531,5903271 8 851
019,3231,3731,02036049150262432653 0 4360
2441382 0 618926373046515038356875
1,1041,03915143 7 9231146332465216 6 13 1
7372551242132562973448345929620015825047601,2294 518 142721252588 087
1,0541,4541,5955921,9412,5085321
2 2 1194
1,7536461,606856329192125801,4232,6980022455922234 8 3436
4383583401613119993215506229016,1881 8 513 9
710105612,0361,2933351421662308 137
2281731 84496
3 7 113 7
5116387226162401,756305274131519912489221963653604363,0391,209751094,3473,9431081151,7887401 191021,4221,0751,4511,4282842342,3841,756
714767
62822884258 5111
591,1209434,0622,266840189247250005761,02401,82638097514524301,04816895
247429133104262644332871,3111,090550604262132136179
7059662738122024372164694251
3213201,8652,152165135
3140257383591,3511,35375681,0201323,6633,5901620144229
277179
714332,2663,7572,4704,0271,4131,17317736
761615 1 7391 152334271273284002 ,3 8 6375 9172,6534,5252,1791,0533,1963,8060989208101125161827277205129175114 121041930050 6197 1431581,6811,8812,0382,066
2,3291,240 1,1682,4732052284963272205401061,7943,471
379188
4,0681,859
208205
107194251137 107132142152
2826801562581883151,1093811,1973254974752344,1573,778167751153841,2321,1361,3734742343799841,417233471
178421 242303
38472751883,1793,4011943252,1531,3261627473,1843,358
3,0532,699553215287214 144167
90150 610608807594
126200
701968
275282
131225213163219624633303 5831,331
1262031,316874 1,1031,273
4,7762,73782156
612308162254 3 2882 1733539369
1132261868259219397399504245211420335270
11630739725077704422621,1131,0351,577501536293 340328477324
1,1477855971,5541,3701,2131626365826101147633342293359497
718731455272440813 149886833821,2092,020661351,5102,391172763,0095,3181,243476241338 9041,1902516111,0891,2272072028973166393311,153
460217996136697301,2199672
731773481210
,642,4036487591,3921,327011,001478540224362423152135 6333313477
1585053,8662,7164769174349222362
23436219138400
1521132270
10100393761,012
4361213982861,2911,704 1,6701,449
2,3502,108444259564113
1201711,0752441,6169031,2211,3761101914883187705075888372,2531,596118129200498
497939380348102,5513,1898786581202564,5962,804871250953758398605
2,9975,1593,2285,3694,4032,8674,6232,945184851,4162,417 1231603,3033,337
2,4091,852
3,4013,252
14163320301 387243
246043134700 3484422268
1,3771,5499701,272,726,4753,9644,111329733
66108265102101238
6778052693402656019191695889
982223,1261,7901292415222894761412661,0836111561424059769102 375204
01150404689602309361 22864
129381034190285315453
2,0481,64217316351150 3731775637991993153121651,7801,71625087119020025618500321435321435309238
6688
6448741613151,9451,7012,3412,4945371,0094413124797101,6631,576
2,7093,8641,5911,7203,5522,441162067175113261
007938291,7381,583 21135024796915171914381322,0991,41314124055433,1582,1892,2051,400
1,149778
40731,1935062651,445942
1,3144931692321,9745821,364 3,4413602,6752401,4152,0119581,031276365 75155359482,2453,1332,2982,9423487915097516574987384055423471,8671,783 612
8 42603,5814,5074,4753,696
3063751,1896271412
704261 103139150425
570869130256
1,0211,1697567 375569
530706
365384
151215936219418,11202,07202673216417464838
3137
25721,5031,302
2461321,3621,411
1452311,6341,238
179
3,7201,8281,2381,634 264677683398644262395254301199791911,3682,0373339261,0211,16912824700
379475019,353151341136251475731640451175384 319399
98852,1042,791424226223202117155329556
1,502497229691882137756963,7242,49038577926758867439334551447945170835845124
4824361,6861,7437251,178228562548633586274 106267178118
7971,044
123141983917616668777806238336196218 6951,0716541874941303,0303,50052445613843,7152,5227649527535041,3137674740572612,26101,021597216751,2911,4401,2682,3769256 2,1871,525109283482 801251651351,5983,04677
2,8011,3688706652,7045,1831,8461,965203195
172956 26314317 0295
19,6460684383342,6591,441553352 3302412,5982,8212,00559501,15642118001531432162251,3151,2481,2591,207076 953389801,07941249328398786565
4272451,2824483718363991,0666086106662915963792,1922,2322,2202,1130587421945977955313558239601583036338411,1691,1741,413
01,0482,3600105146
2,9392,349
299266144143274169
6206632853802,1521,9861,7941,9111,2938601,7321,8591,6091,01201061,2661,12569450523,5040015,1803,9674,4172,2173,540 3,4202,142 917582546577901521451891,1452,3393592279791121,4441,4972281671383812164133222791,9474,205
218108
1,0641,12015041,0891,3443,2261,1503,5632,69621121640530480373138163 199282
3631 51131 01,6923387312564033,6834,4611463221,6772,034
3,7551,2344963271,0473201,7901,54002,062421945971232,6511,82901,9573449141,4982,116
02,213604223,504002,919129275
262002553564381,270245
323166 2,3342,6354,2733,266900234284674471823,1961,7221,6053,443701174311,070753616
3602841171591,4982,116610239
4913891,1871,4512,5401,653647662
2667762874202,1411,33851313930494167235
89571,5611,3649011,4938,24402,8872,717742356915 162114115195 1041193,0262,2034,20002,9952,081255225
3,4812,1081,0761,3753196311,2881,7531,36301,2661,655
1,94905611,4122007174682612,0331,3271,20104239831,194349022,031357651 014,998606415966256502784442502968,24401,0413,0812,5951,533230634 1,95702,4271,5520471974548131,468872281611251619599751140360
4 156
107323 4,20001,7276981,6520253311
1101041733149818258521,3131,4732971,1661,69604 1 09 0918063601,1082,1509152,14001,579831568701018,11202488303,1234193025265504493770011124,9532,6321 9 311 2180110
201,1797112283781,5450251117 2,1851,5261,73803,0532,26119,21703052029424822013441730 88647732,1802,335
918014,28602,4542,393
1,3658891,4721,17813171243361,696042414651313320,306006,802210524468287002069272,3111,1762,198978751599 704847
4,2543,252
1,8230269169107129
2,5670121412367330419006 7 1702
3 1 9345 51270223620182375
10415602,0728997052,7324,6064861,0781022899757421,4272,7111,20108851,1083244001,04802583984072822,4451,18120924619,6460198113144121 1595943381,7560211877332 361 ,62854701,6521 ,4 2 33551,5782,6381,366001,3412,2132,4162,3372,5151,949005389403032351504129415 891442,3382,981143301,5501,8912,8751,67031867801,156608258298666
501601
02,134814638 8488310289
1,1325151,188503323171482
4,8271,909315253 1,5147711,0480141319429145015,4184273438623333,0743,1631,4043,3772,2031,3913,2261,150017,1565703441492454791,4331,3381,510
13171,146510832234,1414,58124,10002,5513,18921289 3,4522,3713,3892,4495,2107,25760112211713901,4051,053817105146884642,14091585344104168
1,7380592826434023232,5401,65303,80001,0571,6532,5403911181,52901,1421,3431,3342,2897101,1 58
1,40501,256499783824256966 1,59976008941,256550323206102160121,6068560244029805,5401,2061,0379901,2143041351333012382351,34102,2451,223 37513311031401,5792933325576
4,5742,48315,41802,13405303864511,9522,4182,0612,4321,0570416327
0181
3330199105497930 31963005,753241258272358 117218
71604293213131583861991,9942,867540375
3434273,2772,7231,2343,7553515764,2051,947 2,3934,258
2,06202260112692852 2,91906101,5485051,2361883792222196291,469005,1283,81600
5714332 ,5 907164,446053741707674432774742798411,1695744591,0541,1192,7641,724
221,7572,71849331301,33716115914384635 3,0383,4032433417392,1193443304803815804382226152,1993,2211,6161,2552967761,020407001,2681,3911,4511,428643325140951,9561,901
25132,2633,177 2,2173,540
1,6772,034
2774436461,1642,5052,273002351448101,9062,21302,70104919011,720400324325137 1,6273497031,648219624199475022,0315162191,8714432654229839272440502170
7057801,823026482451202,3572,81201,3663567421,008224
401
1,1251,2031,3251,1248861,3784,0592,6436198041,0861,0533,3122,62843026027932289419 6 03 4 1
1,8292,6511,1891,06100
1,6412,041565786636395
1,02 15972381377634412101891,0001,07317164431,20201,5291,7717231,5332,5958891,5671801612,4181,9522,7252,1493,9332,6693,5903,0225789 37032289223
3818147731,3667128171,053543405309136013,755851611,4547021,2197304651163485 3741536999461,078376 7635581,5024971,629506136421,1351,1944604,0471,5431,4494,00016329837416776767676214464251237
744,5722,5862,4304,43024217528610347 1702144122657093263291,0673051,1521,22901043003191729655139225553221651374992491761637848129701,289063229 2,7111,4272521621,2423,58524,3870145214 1704302,6844,8772,8764,4589187014,6431313
4481,282
6472295228015,5685763252781954216432,8362,205881783,0532,6452,7882,548761521,2092,02068357375638292491206,802002,3242,8282,4833,0425255351,490419
8281,152
1,753723 7162,5901822724402722,0931,4444055435,1283,8163,4005,232016,9061,36305718021,92301,8501,824
4421,2011,1911,6931,1671,4051814461,1672,084176908146691071542,1364,8731,2343,75504,24422697 8501180522419
234113
7 0 267123,50405883716433252551712,7022,114023,5041,4494,0003,4513,1313,0103,244253132
325137 3,3932,1752,9303,213
1,2093,0391,0587101,1331,0641,2551,6160392,1993,2213,5483,717
508137002,2664,0627622333037432,0032,86728924063538485
4,0171,465324171 3,1221,616
1,5450930333 3902771,5561,1251,4049901,7131,7391,1082,1508381,7693 7 4317 13322280950702,8352,8972,873216470
5245821,6211,1907154581 403 6 0350725669523522658173861,8711,872
2,3022,294669523 4574381,8231,874 383297 537417202332261,1166478681,71226047358522,7163,8661,7861,8302,6324,953683810 74570913375
1,4142,15502,701604446772,542003141,5955553381951,76983815046201 ,3051,078376
2541592,7204,9594,7912,7401,5452,066 2,1753,3932534771,32503,4742,1173,4872,2124,0592,6432,6374,0003227 4,0001,449375233003514005,5400029702441,7887402,5401,6531,3771,3961,8111,9182,1052,4655928262,2613,05301,1116795571,3381,510
3399261,62734916,08801,4251,6041,3511,3531,3961,3771813022,4162,2131,3532781,4011,0351,9112,005 1,1955152,5062,99339149300200205,75110102,6503,1671,4593,2083,0803,057
19,75901,5822,7822,6983,2561,8301,7864,5645,1481884192,8051,5472,0882,7615,6141,7066307472,1481,8305825243,2431,897
1,1812,4455972881,095404619301 2966392,6381,57802,9194,6062,7323,2882,988
1892101837289310123971,3791,9671,5395211,8911,5502,8051,547892411,8142,4622,7612,0882,3283,0912,0180705125,5400002,3423,2510244029810207971,804402385
1,1503,2262,9542,767 4219452,9392,6811,1166472,8573,091
159493300350582524
2722572,2717,4692964591,11664712000010,94501981630023,00701903981,0571,2822,6503,1673,0573,080
52265888178014,6433,1961,722
2,1802,335
4431,871332872,6812,939003234683624631,4982,116
007,8980187159011,3064,9372,8931,5262,18523233,2443,0103,0743,163071410005,2522,3082,1364,8731,1801,1213,9622,3802,6693,9331,5472,805001020311253218117
701642162113091368131,468389491691143124410044937701101,4272,7111,4593,2084025197527 12,43101112931,3962,073357651 8381,7692,7821,5822,1551,4144156061,1801,1211,3771,3961,9492,6455 3 3251 7,8980187015801020001,6091,0123,7034,681
34872620001014,643006,504160013802,3341,280
4,2543,2525,2467,2932,018006,504158014005,54024400298019928219,21701000011,6702,875171400001,0954041,8911,5501,2232,2450110002,1753,3933,0422,48310,609005,7511100385402
8681,712714100001,2232,245012,2616866924774944774941,1612,0474,6432,9592,0055951,3441,0892,8573,0987602,2432,8587,4694,8732,1361,9094,8273,9154,9126511,3601,4231,629 1,1251,5561 ,1 5 3
7 0 9
1577,8981890000018901577,8981,1801,347010,609227359515757513,9852,063138016006,50403,4872,2121871792,7113,2911,8881,9081,8591,732
12,43105465771,7971,9051,2042,8245952,00583063405,7510714001010011230794,244001,8861,960
461752228295137006,5040161855893
01100058527197521,4792,6604,9372,8938672,41711 9989
1458811590201010,94507 46798
5763512,7181,7572,6511,8292,2891,334011,3064,0224,731348830FOOTHILL FWY0 .33 .67 1MilesMap layersNodeSBTAM 2040Node selection setsCentroidsConnectorsSBTAM 2040Fontana SiteAM Peak Period Traffic FlowSUMMIT AVEARROW RTEMMILLIKEN AVE
DAY CREEK BLVD
HAVEN AVEARCHIBALD AVE
SIERRA AVE
CHERRY AVEALDER AVEBASELINE AVEETIWANDA AVE
EAST AVE
BEECH AVE
FOOTHILL BLVDWILSON AVE
05,02410,049006,61905,9285,188005,12509,7059807,1149,768014,573020,17009,97606,762020,153000821875
08,56400 081,3530007,29124,592033729224538994,035096847399,2530093,42425,4130113,9680090,3513,3933,31520,360000,412082,18382,7970085,360089,9601,2901,3343,4412,6902 ,73 32,65 8 200336088,502089,906079,32157,79502,0032,2461,205997455428086,83200 1,0811,24058,718014,5730013,65786,055082,2320085,77782,04100104,6001,4101,47985,048091573568,23705333947166621,4711,41336531820,360040,3390086,5402,44800111,6541,4011,42504,7098828344814751,0831,1199981,1121572075,4614,5805,2526,070103,41107321,052248269541989,46001,7111,8006,1786,80304,9572,3514,1123,6274,32211420973341,6051,07020,08704104025020584953
05123,3042,6801,8491,7502,3702,258
1,8061,746 8151,16089,4600099,3071,4301,503876939111,85302,8262,7721,9361,67224,164015151,5841,68756357958591,3631,3464493360054554,2944,673
4,3795,0342,4091,5173563005962922083283335026112441301,2831,4074154744,8075,142
3,5183,7351992013,1872,8892,2372,437830755951648 8177627441,1242,2412,0301179338100009191068,8327,1567,209953584
4742983,7083,930632341
020,3607718049971,205
088,39013,66213,3435,34706,1036,2361,4271,5101,9101,798115116093,30618,98915,6797,8517,753
055
2,3981,9280111,3642,258900017,12383,441091912,850025,413005,272099,936106,0600089,906346324006236389011,456093,2936907364,3134,508095,9814 4 8000
00102,64800086,05503,6003,6121,7861,7141001151,9442,063 5775463,4523,40167863923821113,77405,3004,806585995,68802,40 82,6 8 1
085,84520,0870092,87013,65703,8673,5791,7471,292415374102,17007,5217,6107,2147,3090100,2420075933,2123,09888297673569610,52210,220 10,45210,039
1,29 61,34 6
308778
9381,30020,3600785808020,2257,1346,8585196282,1162,4012,2762,09362788,52310,2779,20508881,0791,1011,31991,687015,03801,9211,8259,4789,189635941488,8979,14131331,1741,3206,6446,2549851,3042,8952,4303,4063,690003,9593,9864,4054,21688,4630632597 1,0599811,114954793,6043,3626,0336,177121107001,4941,5492,0871,89244412,4562,5423 ,8 3 14,0 1 0
515536
1,0281,081015,0382,7242,74007,72714,57300102,17044343633133109,6836236501,9081,87423423317,1230096,9211,8212,091117161
123126
088,0402,6222,6521,0411,1021,0611,2559301,1142,7832,803
3,5563,51906,253024,1646331,6661,240092,03704,1234,397 07,664093,6122722747,0956,6119799361,9081,88005,310501,7962,04114,74413,272106,5190002,1302,169 01,6224,0423,371461478088,37506,43721,53419,1795,4826,8055 ,8 225,4 626341,8061,5191,38786,822085,937086979217,12302753537,6960001,2091,177493771541597,5958,0763,8315,200040,4122762888,27301,2321,5912,3082,544
7,1140606779
754728
86,99906045738,310011208819833
96790544 4494
14,84415,5232,3432,39912,44212,521 2 0 03 3608,8581 ,4 7 71,4 1 7 2,07 0
1,9 2 5433879750024,16408,6190525399,93608,1008,6964414786,4176,523 3884937,112020,65518,28018,94819,6672,8943,5283,2073,0101,8512,0349,1919,96472064511,83112,826
3 ,1 7 8
3 ,3 8 8
9,76805,2042,909085,8742,1822,3288,4629,519
76 8697365,8356,1941,5241,4923763801,8691,8232,6772,3053,2 4 93,1 2 21,0851,11463864411,34411,85011,20411,6532,6482,74416,525048358753525455722,3272,0284,1124,059 14,50815,63613,65311,4067 2 0463
11,60313,8281 ,5 7 71,5 7 0
5,2305,4705,2714,1314,2633,93824,65424,357 1,5442,014
1,8951,76710,2059,841162605 8 957 3
089,2476,3937,0742,2312,1921811831,6441,6181 ,9 0 91,9 2 6
9189749 3 59682,5042,4523693602042163 ,3 3 83,4 6 3
5,4756,186100551 ,5 2 61,4 6 41,2781,1571,6791,8812 2 924 1
2,6512,9566947111,2321,3631,1541,2981,7471,2929921,0711,8941,82706,3271 3 5154 5675881,1231,0706 3 0479
7,8217,6546,1186,20711,21711,779168181
1 ,1 1 31,1 3 2
5,9015,5986,3185,9991,1901,39452259110,32511,15016801181421,9761,5592 ,6 6 6
2 ,6 0 0
1,9151,5531,0561,4461,0001,0618468072,0042,104093,2358 6 084 7
34333263658,3429,5491,0291,1939538212 9 1300
1,0171,0601 ,9 2 01,7 9 7
1 ,4 2 21,5 5 0
1191111,5551,639728108,9541,6231,6524594595736785083381,5661,556,1532,39011,8049,83154055523,89223,7276366667,0756,5545 115397,7608,5998,4087,4601,6731,71711,04710,992
4,5344,431
4033981,7871,7436 46693
72685,9346,13218,60018,2452,1622,3231,2401,081004,7574,08407,0673,4773,25384055005,819780803
2,0592,3687566682,3282,1822929157,0546,9023,1013,778832822912846
5,1634,6718726889891,2566796782,3482,4701,4831,07411,28711,463755830
5,13503172433683578,1497,1133963622,2582,80417,79718,3187578995976
1,7551,734
1,17968117,39218,02117,33718,2907,2977,031400454
5625412 ,4 3 42,2 1 4 1,4051,3551,3191,3677488006 ,6 0 4
6 ,3 3 3 514820,27921,6839,0777,95520,62019,23207,4307908377897822,6682,8947711,136706848 1273682,0201,9981,59 8
1,773 8648619,8059,67810,56011,027
9,73410,314 10,2159,7998961,4891,9152,8221,15160201,21315,50213,965
1,7472,590
15,55217,116
1,1581,086
7277271,1071,126 8157906091,0651471406895529651,0763,3643,0923,8303,5141,9861,9571,7471,78521,95822,3536355911,3821,3907,6506,7566,2176,3981,7621,5298,1777,2642,6922,556
1,6511,659 1,5421,599
1981901,3141,21419,00119,0341,4761,5579,6539,5452,9092,50518,89218,969
14,39414,6531,8501,9271,3871,351 9381,001
537581 3,1803,7043,1963,899
835689
4,5973,911
1,4101,479
9288901,0381,5272,0552,1782,2022,441 5,1744,751
1,1858576,1365,969 6,4796,494
22,40822,047857653
2,6933,1414064364 ,7 7 74,5 2 5 1591382,5732,633
1,0048176816921,7621,847,348,1851,8131,8801,8151,5761,4991,510
1,1001,2275333943,7913,5801,4432,3455,7425,5254,8384,8002,3082,376 1,9241,9202,1922,205
5,2415,1014,9454,9986,8576,30086914,9963,05254563521124958297952,3002,291
3903831,3701,2412,0571,75864377127152,8192,7368,5968,73772983310,24410,80662363822,05025,4914,1374,6391,5781,5835,2624,9962,5482,4186,1726,1039751,0663694073804203,8753,858
1,5361,84840363,2845,0695,2656,022458455
4,8484,0271,6051,692
,742,8384,7373,8207,0037,230223,8724,0543,6262,3992,1052,190763718 2112532,3652,341
2,0701,92517,17219,3952902541,1931,2511,7901,899
1,9082,7671,4881,44104
51541,1521,109
5,0920421535,3723,664
,366,5731,7121,4367,9978,010 8,3118,210
12,24512,4061,9172,0151,7212,412
4586963,0023,2996,6576,4257,0746,5768317982,3522,4443,5803,7913,8723,86511,05410,2847517731,8191,718
3,9213,8091,9271,6151217,53716,1573,9773,81186296820,27022,2122,6292,9264,3154,4532,7282,584
22,45424,24523,31525,13321,68720,80422,44621,54186188810,11811,245 86892319,27919,104
11,61112,571
19,26519,339
5365591,9321,841 1,8101,866
2973162,1682,22400 2143851,7941,821
8,0307,4945,4625,574,2580,66124,41222,2432,9012,853
619544873637678711
4,5624,0861,6381,7649199061566373,5756,07688287512,79013,74562273493951,9901,8181,1161,1483,7334,1139688391,8282,149437470 1,6961,697
221,1031,5073,4713,4491,6391,808 6581,034
40946955611,4211,4702,3212,30010,12810,175849897434500 1481613,8563,70036409571,1271,1457559,7089,6742,9262,6291,1181,1761,3581,300 901,9081,985 1,9081,9851,5491,694
466421
4,1903,9881,2651,27911,0169,94514,17812,9663,6526,0082,2771,7523,3503,3698,2448,422
18,51116,5778,6829,20117,27316,65575784,2523,772505558
004,2094,4278,4598,605 1,6491,3133,1892,840777880862644519,1539,75052522,6422,66614,50814,8468,7789,524
5,0965,039
2902873,8883,7983,6017,2116,941
3,4891,7141,8052,2038,5192,6528,688 16,1751,83317,6711,8658,8908,7395,9435,1131,7441,848 3,3883,53531114315,86615,27215,57514,9052,6622,7763,2263,0853,0042,9063,2413,7402,2002,61310,69210,513 4543
8 6 985623,52023,81323,93623,664
1,9932,2544,6214,9715252
2,3582,643 6446031,4531,420
4,0343,300920909
5,8675,619245335 2,6052,647
3,8053,496
2,1651,902
626653611,4681,51482,724010,05904332831,8261,5713,5183,539
161148
4302807,6737,445
8159477,2967,560
1,0311,0417,3348,361
4851
13,99016,3558,3617,334 2,6452,3112,8812,9662,2072,3651,9381,9161,2821,3338648839,4839,8233,3013,0825,8675,6191,0711,08400
2,2502,193094,3221,1231,1869328862,6383,0962,7722,3721,5061,605 1,9601,908
53647712,30712,8571,5311,5911,2291,1858007932,3382,222
4,2094,4087507751,1931,0833,8263,93417,30917,7503,5022,9482,3912,2932,6712,5332,2271,7942,2892,5222,7342,604535522
2,4802,2699,3508,9644,9805,2612,0181,7532,9782,7482,0032,2461,0981,062936693
4,6184,149
70367141344738395976754,1374,3521,5211,5791,1311,1934,9084,8372,2332,3741,2672,21516,71716,0692162043,0193,12317,61018,0074,6554,8583,4363,3905,6915,94323622428718468,23704,7683,5839791,0897,4977,6729,53110,482354132 10,5089,70534732,2491,842 59152275583011,63312,2372827
10,81610,4104,2754,64021,27024,27810,43910,3611,1838592,7 772,424 1,0411,0741,16 21,119
95,067052281,9311,97411,69610,6562,3042,350 1,7481,73213,87813,5165,3956,37706,40339138620158538459299976,8767,8816,6097,6448513 ,9 1 1
3,9 2 75,4555,3549791,1812,1452,3103,4923,772
2,0291,9773,7305,3463,1232,8943,9443,7363,7043,1802,4752,6192,7033,58811,88811,36311,65311,20406,2774,0583,2175,8805,5822,2362,16014833303152,4412,2026,5205,3467,0327,298
05,66613,3680645720
13,6114,32
1,8441,5909559061,0211,0853,3833,9161,7671,88711,83111,41410,62110,8705,8955,55210,29310,5376,3086,64101,2135,6175,3772,6143,436102,4700088,39024,32323,91015,59414,939 14,37615,015 4,1275,2822,8283,32463863587990210,7129,6591,4301,5202,3852,8007,7637,499404340668341,6121,60527321,6411,59917,33915,670
903916
5,4615,9844862177,2796,40512,06510,44115,48716,2801,1129701,6751,8322,1161,220863848 1,3921,405
155140 513435 011,3384,3164,1311,5571,48023,22618,9131,3001,10310,3029,824
13,72711,3111,9152,8223,5282,8949,3949,33208,8074,0533,2174739689,61812,944010,2893,4283,2389,3588,994
010,115277306102,4700020,208798856
12349801,1121,7901,6913,3164,023
1,6671,514 13,31114,50019,2421,174,2854,4772,5452,442388418
13,08711,68712,65413,1067975005,5435,0073,6024,425
1,7081,8008457619,3588,9942,1372,8642,1832,0605,2625,65910,61411,4933,2593,084
1,6882,7311,5222,7759,9649,1911,7751,7081,3511,7751,059981
5326338,3147,1109,6949,39120,087014,45015,0393,2633,5768564 7538581,1681,10847277915,31314,04023,150013,58713,1701,2591,61513,48614,2117,0045,9202,5612,7498,7517,5067,53008,2017,211
4,87204,7854,4982,6712,5111,9331,9 378,8228,9036,73304,1693,1993,4044,528095,0502,6702,548 0100,6002,4892,6792,7103,1732342333,5453,29101,45120,087011,57310,82510,88311,5472,2602,031 10,28909,4958,95102,7331,4091,3256,8284,590901857846850101984,5063,6181,4811,6 43
237266
1,1641,103 23,15007,1587,05910,44201,4271,526
9679051,2501,2109551,3798574217,9156,8923,8503,6189,92509 9 31,05 27,27703,31107,9617,7887,6887,823010,0533,5603,6533,678082,7240759853018,7721,9721,9043,1442,7892,4261,94900444119,93722,1728 7 655 2709705
9341,37777451,7491,6629,14801,000835 10,23110,00610,099014,15613,62088,03401,9251,8328838181,0641,1201 ,7 4 1
1 ,8043,8986,15613,35413,335
7,277083,462014,48314,552
5,8685,3527,1186,54388831,2471,1909,92501,6021,7471,8161,30792,5920015,0381,6821,8902,0172,057002,9032,9208,7629,4457,7608,3053,6184,506 5,0364,080
19,27721,641
8,54601,1331,401932772
12,44804103732,5632,79106,544003 ,2635,5 071 ,8381 ,7 8 51,7152,0551,9401,7311,7271,399
583773010,0593,8394,03820,52422,8815,9625,7249959464,3344,85610,30811,1286,73305,5065,5172,0821,8095,81901,6321,4911,8301,85210,0329,1911,1211,08195,06701,1401,002662716 64851,9572,1128,95405656322,7 912,56 36 ,0725,9 76010,4424 ,2 9 84,7 2 411,05410,8997,322006,56513,71612,52214,39313,0944,872004795,30301,3501,6104862171,5 4 21 ,3 8859461613,88915,5062951,5119,5699,93111,99912,0822,6002,47806,4032,3722,2693,9363,534
2,6602,465
09,7513313242 ,3512,4 171,5741,4764,2284,4144,6024,6181,2711,24555159
19,89916,9471,7611,600 6,7337,0145,66601,1431,1101,6211,8270107,1442,3482,2033,7973,81717,26617,83612,73512,25410,2778,52312,06510,4410111,6542,5862,6319909865,9544,1957,7877,926
88834,5733,44487884924,45824,148105,945017,53716,157654761 17,13215,19917,20815,23536,26432,4061,4701,62492999307,3615,6855,2656457202,2131,3077,8237,6889489211,1021,04110,09903,6904,6881,752018218210,61411,493016,80306,46111,28610,5211,2511,3208,84506,5946,3509,8659,3744,8304,6 21
7,36104,9975,2126,1343,9603,1732,710 5,7846,30305,3034,8504,2091,3451,3389911,012986,3185,99902,58702,82309,1645,0165,9175,7784,8991,1461,2031,1921,1381,3711,3936,56508,7709,292 1,2911,0921,069990010,0531551202,3062,54019,17921,534107,14409,751047902,2101,98412,07011,63012,37011,9886,46101,8771,605
02,1 24
2381348737254,6834,216 2,5612,747040,4121,2071,1521,8682,034 1,207998
24,16402,1512,1531,1521,1241,4031,36612,08413,0312,7342,759
2,2032,34816,57617,55211,31113,7272,4902,57815,67017,339 18,88817,403
8,8070232170524349210199 20,15305,4765,4085,2714,1552,5901,7471,1141,1135,2195,1830027,35825,59000
2,5052,3768 ,6 448,9 438,56402,3062,28604,1831,6461,1942,1512,0156,5205,3462,8562,7545,6476,6239,55912,935
7712,9419,5642,0831,86106,98865591252722,7692,191 19,85918,5911,7531,7219,1248,1372,0171,8372,3662,3162,6122,7832,2432,04415,09815,5037,4735,6182,8082,5413,5573,87711917,0398,0538,4087,4602,5772,49462254810,23210,893
839514,86214,267 15,59414,939
10,3029,824
1,1941,6464,7014,50614,70713,521001,1891,2007,3477,57010,11506,9910126123064,0481,8092,0821,1161,146 5,5344,8945,9415,8802,0552,1781,9211,803095,0501,9041,9755,2525,9262,1812,0574134472,0571,7581,6951,7694,3794,3608,546018118789186713,92515,42807,3223,5763,2632,8153,237
43207
5,9066,8697,1516,2025,4405,36319,66718,9483,5883,6646,8335,49117,91916,9511,8342,0151,5991,6413263263,4 3 23,740
12,9449,6186,2466,08800
8,4629,5193,7723,4922,4642,6104,76 83,5 839739793,2083,4579529895,7085,71074584,2344,13408,8456,1776,03311,54710,8836,0276,1131,1121,17011,63012,07013,54513,34416,84217,77116,87417,622362370 1,9081,951800682
249685555515,7705,5895,2655,6852,6662,6421,1581,232065,8306156166,6455,9816,0225,2651,4361,615228226 1,3361,3784,5644,3354,0384,193 3,4283,5784,2094,4084,7554,8711085,2145,4834,2674,16916,87313,78713,30616,4581,3351,3631,4841,5335185315315181,6931,8491,6011,637273421,42220,33719,48520,6991,1851,1469529882622 1,2291,1452,0452,0062,8272,3993,3263,0323,4163,0596,32701,0529661,2041,1833,7864,2403,7804,2351,4411,3971,5961,5141,0531,0754896182,3142,53807,696021111123 11,12810,3081,0511,30411,14313,240101,52301,236803 1,6141,57222,19722,57120,90021,634469438068,8326250
5,3463,730
3323251,4581,418091,1372,5402,3061,2991,2802,7463,01813,16413,89269167315,49516,53615,63614,5084905428,5968,7372,8193,5573,3892,7364,9984,993015,0380014,09713,43915,06414,3632,9762,9664,8104,62 4
4,0156,371
6,5236,417 8,9438,6441,1681,1731,7582,0579,6689,3932,6422,66627,35825,59024,56825,9310111,8537,53003,5333,5056,437010,20710,618
4,2334,2517,0728,8468,9018,0791,6931,62411,40010,2227037664,4264,39574072617,70620,69811,31113,72704,794702827 1,82801,94202,4382,510
8748885,50 7
3,2 6 3
102,47002,4542,6622,5772,4941,0931,09213,47713,0030102,47013,30616,45818,27119,14718,12117,302858849
1,1161,146 15,51015,91117,64717,088
9,83111,8044,3604,4235,4705,2305,6187,4734215315,09815,49921,13121,237
1,7401,6950018,24518,6002,5561,6021,6622,69014,11414,2071,6981,4402,1912,7692744
14,05815,6511,36856811,83112,826
9,14802,7403,097 1,8571,8067,8587,3297,0956,6118,5068,2557,9617,7886,4425,6131,7 8 6
1 ,7 3 9 1,0089333,3623,55809,20516,38913,4781,7051,884
3,3393,2358,0767,5952,6042,8981,48 11,6432,7022,4313,2802,4943,3043,27670076511,6648,752
12,23511,8653,2802,4942,1832,3938,4939,630 1,5442,014 2,3152,28617,12301,1931,1994,7363,7726,0966,9162,2822,06285742119,39517,1728,74811,14122,17219,9376,2803,378 6,0803,167882976
8,9648,32006,9912103,3593,3888,858005,1355,2556,8861,3511,3725,6136,4424862175,2 355 ,1354,0384,193
1,1051,12521,50122,83522,50721,1249,38612,167 15,91115,5101,9441,7137,112013,68013,79213,74414,17919,66718,94818,79519,617129115 16,45813,3061,6061,693002,1402,1129,164002,74802,6617,0756,55410,61411,4936,4786,53810,34810,65911,42313,1063,6904,68813,62014,15606,2533,4963,6167,7877,926
40052,6975,5344,89493,08508,9337,8848,1497,1136,5386,4781,2071,19512,52213,7163,6494,0986,4647,1699,85211,423 6,0876,44215,44710,3892,0682,19112,86603,881003,613033,5933,49703,322014,89116,16911,77412,49417,09117,587
95,41909,82817,29712,81215,79111,1418,74827,42326,9151,5721,49912,05211,24313,19914,34524,14114,3113,6123,60010,22111,3253,2353,33919,55510,688
9,19110,0323,3903,5593,7923,8682,3122,4 12 3,7743,47410,89911,054020,15322,88120,52417,43518,048
9899521572071,4761,5749684738,1097,6174,5226,3869,9319,56912,05211,2432,4411,03310,59610,17014,34513,19914,93016,09316,52502,0551,7159,16404,188013,87215,58302,58002,8294,71304,75605,8356,1942,1132,343
10,44112,06514,14613,945 4,0533,21714,19813,5184,7363,77214,97418,510
2743,1981,9621,9863,2353,339
1,3461,29616,91836,7011,2921,7474,7363,7723,7023,79212,86600031,25004,6924,3960099,58302,4162,2106,9916,68714,89116,16917,58717,091
3,3043,276691673068,83213,08711,687
13,35413,335
5,9265,25229291513,51814,198002,1482,9412,0773,0879,3588,994
0012,79803,6773,613040,33924,50223,44410,00610,23118218217,30218,12117,26617,836016,2974,082003,78522,11419,12617,70620,6986,7026,61316,13217,17517,77116,84211,24312,05212,86603,76803,72601,5261,4279981,207
5865599701,1121,1581,2326,8284,5902,0602,1834894571,7522,27707,9402,4261,94904,4944,689010,30811,12811,77412,4944925541,124744 58,71809391,0319,2219,1872,6702,548 6,4425,61317,2979,8288,3208,9642,6792,4896,7026,6136,4786,53813,74113,5701 ,9 0 81,8 7 4 12,79803,75303,53704,68904,78004,18806,3086,64124,35724,654
2,7722,8263,866012,86603,628068,832009,5662,85702,61509,3029,925
19,27721,64136,44432,58616,525009,5662,82402,64809,1642,590002,82001,3921,40588,03404,5120007,9404,67112,08211,9994,00616,29703,861003,7923,8689,9319,5699,2928,77004,4864,69807,940015,91115,51014,36315,06457,7950033,5933,5103,309002,3432,113
6,0966,91616,2974,0890003,7789,2928,770068,2374,3364,3803,1193,0653,1193,0658,3298,16423,40421,1775,3956,3776,4057,27914,97418,5317,1587,41823,19536,70120,69817,70616,94719,89927,85224,4854,8325,4188,1008,696 7,3297,8584 ,5 9 4
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3,60212,7983,688000003,68703,60312,7986,2366,783057,7951,5201,43031235735731223,93112,6282,70502,76709,566013,74414,1791,1651,59818,54917,14811,29911,01910,53710,293
58,71802,8283,32416,0409,0674,13618,1486,3775,3954,4104,474033,593016,2973,79404,07303,549003,2701,94801,8234,7940010,44910,439
4,4453,3571,4181,4582,669009,56602,8035,2354,776
04,7054,47907,94008574214,5334,60810,87911,86524,50223,44410,2099,2502,83 32,417
2,5902,1584,41704,672031,25003 ,7 055,94 2
2,5782,4909,56412,9419,61812,9449,3749,865040,33925,55525,2713,0832,829FOOTHILL FWY0 .33 .67 1MilesMap layersNodeSBTAM 2040Node selection setsCentroidsConnectorsSBTAM 2040Fontana SiteAverage Daily Traffic FlowSUMMIT AVEARROW RTEMMILLIKEN AVE
DAY CREEK BLVD
HAVEN AVEARCHIBALD AVE
SIERRA AVE
CHERRY AVEALDER AVEBASELINE AVEETIWANDA AVE
EAST AVE
BEECH AVE
FOOTHILL BLVDWILSON AVE
02,8688,217005,51803,4312,946004,24608,0504304,0028,05804,65005,10108,17803,79505,840000286352
03,73300 019,3400004,1055,2640123978822421,202069424429,8240024,1578,979033,0450023,4341,1341,11613,185007,877025,20824,2120021,426025,8093185431,2789266 8 81,17 1 99216022,394027,847021,29616,8960478928663256146133025,48200 43252316,12004,6500010,08123,096023,4540024,56121,3970031,85056559221,855036918220,04402951432911605243601519713,185013,1310024,9825760033,52853442802,732378198165171292459183586721261,7391,3391,6331,85830,637044227954115461427,54804577292,0742,84404,1236232,0361,3411,9292917548129487616,84501991052630504258
01631,203818646354826652
560285 12355527,5480023,28446556421939334,70407691,17068265114,89802735075115621824183753982391730022241,1682,006
1,6981,6261,531249147143202551238110129135521995423701721491,4861,972
8641,50780909501,002775766363243281231 2712736034193555244291171003734018,8932,2432,086258504
2571108051,621322116
013,185258242256663
025,8836,0544,4992,02701,5072,3853286486904415432026,7924,7765,5722,1481,827
055
643834027,859991186012,20225,108034371,41108,979002,082023,68825,6770027,8471269800162268351500027,2172824871,0761,573027,8288 9000
0024,61400023,09601,1421,2257813894621505824 1821681,1989965828859804,04401,9411,373241827,815061 51,2 7 5
020,6096,8450021,87210,08101,15285065649115412430,31402,3052,3352,2252,507029,1620027441,2088012023272442343,5502,573 3,8142,497
43 6460
100433
54318313,185032325605,1561,9022,9201633895221,14563774621383,3303,0422,277019662720575423,22905,28807654762,9842,903222315212,8062,86112112615521,9972,7305645451,0348101,1631,287001,9831,0111,1371,96025,9210263169 393277378351241,5247612,6221,59068190046678168660522177938269 4 21,6 2 9
181206
25845605,28886786802,3554,6500030,31414712015111104,390178241531830839712,2020024,7525538553887
5537
022,2808329283313593156771936561,074765
1,03189301,674014,898299390323024,03208251,849 02,119022,26596812,0152,02324227559958401,784505639786,1674,30531,3960001,295325 06961,0441,109160279022,45801,4127,9704,6611,7233,0792 ,2 691,3 9521280366034221,923025,278020041012,2020671452,5200005243161214849532,5302,1841,2662,421017,877133612,56604734676991,132
4,0020130348
292187
22,02602271572,037011202372256
67661515 5226
3,5515,3145449683,3693,481 9 92 1601,7645 5 1330
9 154 66131531718014,89804,0230222223,68802,3582,6521101712,6571,453 822161,82007,5174,8555,8844,8131,2427961,1668575807693,5432,9792912782,9885,275774
1 ,2 6 3
8,05802,472828025,2704929542,1943,250
13 2143351,8461,7371,277821501085855801,0695531,1 9 18 19 3952352422163,5444,0133,5813,8866411,0855,910016726722222161867617081,0691,380 4,0964,6104,5492,6243 0 6114
2,5764,5766 3 8351
1,6351,8642,1808832,3905 816,7837,505 569988
7894053,0863,104138151 3 428 3
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2644162 7 93291,00655412612472921 ,2 8 4827
1,9522,56066244 2 4503526286398756 6 010 0
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3,1102,5211,6301,8653,8523,1615282
3 4 6388
1,6492,5001,8282,3283235491542703,9802,827123052494455368 7 9838
831573315868222469337204502809027,5302 6 229 8
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2883897 89438
3 6 468 1
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1,4571,265
1701306774702 24236
55502,3112,7864,2605,8404101,209523432002,0001,16301,8161,5047562955501,886259352
5216082352379544921732762,7242,6381,3891,818224278365292
2,5031,6872272913624412331605531,0545223873,4453,089243363
2,1320137561161303,6152,7881531243661,7035,7906,5372929383276
457532
836945,7094,7765,6734,6132,3822,39679249
2651587 4 8687 5333343894171845001 ,5 9 0
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2,4143,882 3,8012,2923195254861,06437634604685,6242,751
276889
2,9706,339
361342
313229371534 394331196464
62583431342914981,7637081,9548399136615778785,9866,6911521928534982,8662,2351,8473,0187854343,2262,142907422
605399 512505
73645094845,2895,3295575112,9664,0081,7517735,2475,360
4,5755,372428791413475 329358
216174 1,2541,5498191,501
427207
1,7571,035
565592
3652442364971,0215657021,353 2,5071,320
6832731,8362,082 2,0602,020
5,3887,241364180
6581,291511971 ,8 1 71,2 1 9 8346748934
348211175277413828654241574917976512430538
5162532951431,3829073938122,2281,9691,2672,444710942 749697629855
1,8911,9582,4351,3762,7202,34533312,693837179215571147547134807682
151125378526913480259 1872728181,0193,6322,6384885094,3823,4361622687,3566,8411,0412,322580500 2,2301,7119805512,4942,163329441116168852401,556790
37281116141,2122,4251,8522,050145209
2,1651,495371699
,984,2292,2561,4442,4882,817119581,651958967640668237215 57118936760
9154664,3226,68113177402306762711
38495075344904
2018449298
4,0940421132,062618
2997584702962,7412,475 2,6792,744
3,4173,747537850781,025
472305671,6102,1282,8132,6522,2283312207111,0949071,3821,5511,1853,3593,797254271737395
1,496952705445025,4184,1221,2271,2633192265,0827,9177711,6881,5751,9201,004699
7,5426,3807,8506,7025,5246,4515,6656,6962493493,5443,005 3223115,7095,192
2,9844,081
5,2265,756
132217727590 532796
15010169997400 89210482655
2,8942,3102,2161,932,624,2027,6686,2871,115700
354226311350251179
1,2911,217590608243487661531,2602,7343212123,2025,3133425138367664574133351,0621,936369266786391180175 487633
113713921,1181,105473458 133493
912232413547453798663
3,0783,223278324269189 53671,2981,26614173433264083083,1232,9011,68877142442549055890727608727608523679
191132
1,5381,1884613323,4392,8834,6313,6391,4362,5381,1046881,1139202,6152,871
6,9714,6112,6752,8134,6395,43829291,3351,127133238
001,2101,4142,6802,957 8224221,8397913130283778382,3883,25418208878483,6454,8672,4043,710
1,5061,781
122851,1231,7901,9601,3341,900
7683957425802,6415653,410 4,2065485,6796693,4452,7121,8621,301587567 1,0871,436140815,2153,9775,0363,9931,2589011,2939409881,0577331,3005531,0942,7932,853 2014
3 3 32317,2426,5776,7287,281
4446601,1081,7811820
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1,675795416274
2,2952,07330105 972850
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2328172839456621,78003,06103251437733971,305974
6753
3231412,4492,412
2343902,3382,459
3763082,2862,706
1525
3,1316,6402,7062,286 1,0665368571,3055359645536573564883742564,2173,2971,3837082,2952,07348135100
789677024,281687397369231829858778752593490 772608
2111814,2443,422398606445401285265874547
9172,2031553235093551,3951,4764,3975,8961,5796619045779191,0679454897931,0028771,100237135
9408262,8892,6801,6801,3609144481,060798478928423235396328
1,5491,081
24420712522810211924531,1831,3875084193183271,9291,4625151,0952248446,1574,89873671,1041,2414,4715,8941,6411,4751,0881,3601,6162,40913511716010820,04401,8731,7042284332,7152,6764,1993,26412712 3,1403,5451248974426 2701542433633,9523,0441110
2,5483,5291,6892,3157,2356,2653,4373,059574343
1,5 39423 25438943 6288
24,281037125527343,5964,594636915 4575495,0884,3831,2053,32202,0481909220152842872873622,2023,1182,1173,016499 471,2 9 82,2581,9461066316656929161,218
4277588962,7431,6218731,5807731,5491,2545971,0328851,9124,0583,5443,8863,58102,2332,3131,0102,4632,086825542659501361,3537022,8141,5722,3962,384
01,7103,2490278291
3,6164,824
810615267245260429
1,5761,8706495773,4513,4452,8292,7841,7162,0942,7482,6841,7972,57304681,6861,7856941,37524,0280025,8837,3416,5275,8623,771 3,6155,644 1,3272,6121,1501,4032541813213024,0872,2634776843731,6013,0342,6957915534404735821196045726,8163,207
305387
2,0212,4421101933,0062,1152,9014,4994,3826,184436338535754612928283294 489425
6353 276127 02,9411,5681,1165913827,6004,6225492653,2422,716
3,2104,6784861,0647961,2422,8802,93602,4312,3081,0102446942,6255,52602,8851,4237253,5302,668
02,77310014224,028005,895280229
673994056565775772,145
440369 3,7134,2135,0957,2891,1632,0251,03860316193
3,2733,7604,1443,0373171802,1081,2381,0411,530
5046173812573,5302,6684801,1588698501,5911,7972,6514,6361,2661,068
7266825691,0152,9793,5433557613621,000393277
1882812,7132,4053,2132,5286,84503,9055,0349011,4704924 253402429316 1452883,9204,5436,72403,5514,691403635
4,1906,1823,3602,3011,0628012,8792,1872,23102,6752,168
97102,2631,2361,2255815206792,7753,7661,80002,3259037512,611022,8861,063719 029,7956559996231,82883971,2381,53705126,84505,0902,3313,6165,323990508 2,88503,0242,47507366322313,1911,18940022426431037311,5721,0615 81413
10286
492247 6,72401,7382,6703,1480606665
6766155023365258326972883,3412,2901,7467082,73601 9 35 692,34001,05903,2232,0752,9811,92002,7379391,2791,117021,780017640405,5887068771,3461,0181,1487400022174,5698,0652 8 819 2211275
7288848316694722,8330320387 3,2004,0322,82903,7554,72823,564054759037820329041852069 51,1682,7913,7703,589
2,340025,12204,0214,112
1,6121,9292,1222,21840315242872,73604007731,02882022,271005,288845598592801001,5665792,1053,7021,7663,3631,0611,572 1,7651,179
5,2077,810
2,2940302513349224
3,41301061711,35094603,112001 ,0292,5 246 4 2580 5761,389972498742347
21824603,0611,0451,4416,3315,6152,2701,5374262101,3181,5853,9672,7981,80001,8941,7207645371,88606163486437202,4632,98239931024,2810340339203266 24496599632,41901392859461,35 01 ,6922,7 6403,1488 3 92,2 2 54,2752,7692,255001,8875,6174,2295,8454,411971002141,5780409692110193731294 2201684,3144,1231683593,0093,0053,0154,6071,04663002,0487661,1111,635989
1,118814
02,53710012780 0783543461
9651,7951,0141,7823274474153
4,9396,496530548 1,8122,7751,7100435269440819032,9079998959641,4174,8575,2676,0263,2203,0423,3302,9014,499033,5286999203862903,0079532,8462,753
40311,2591,3103692147,3316,65424,60405,4184,122130349 4,5034,9744,6194,92412,0048,20425686621017602,2601,6791,7752782915779921,9202,981483188359331
2,82901,3972,036487031312,6514,63604,00501,7354,5122,6462795822,64502,6912,1383,6612,3392,3111,6 71
2,26001,3932,3493,4241,4311,828623 1,5272,91801,5781,2211,651387452340297421,8282,32802,17302,27602001,5572,4422,4361,4993204704653184354551,88702,1123,504 31344449923602,73750451,0228404,6617,97032,90702,537021401,0809465,0764,1175,1204,2731,7350719701
0959
151543042471,7981,097 1,062799017,877435352809911 730422
14,89806757294475414886104,3093,5699991,351
8959994,2885,4164,6783,2101,0529543,2076,816 7,0563,899
2,431015863153179662 5,84002,6341,4682,1648918892763623682,4991,436007,3577,82300
9659751 ,7 013,9 963,733076298301,2486194596086812,8141,5728508621,8632,6832,4925,643
235,6002,52657257502,1762625372301,458690 6,0285,0926215184,2202,0908195807947667751,0358404184,9804,0292,6191,8271,5257259811,94511802,7783,5283,6242,8577249442592323,0053,395
32565,3453,688 5,8623,771
3,2422,716
4596192,3871,6314,0063,637003834653,1691,9592,77301,16403755018,569537764293498 1,1262,3872,5371,5461,021565708344022,8865097989462,846775665125228913480384737
1,4211,3322,294075593624314,3154,20202,2551,4709015431,619
1205
2,2492,9182,9132,3701,8231,3714,8135,8841,3261,1793,2512,1564,9145,293551865572604911359 1 51 ,783
5,5262,6251,8381,92200
2,1943,2501,218916579951
1,87 31,7 042303348331,2973193402,0131,83032201,68096902,6451,5902,6225,3233,6162,4731,7163474164,1175,0763,6004,2904,3916,0084,7905,547148121 568641383140
92261682371,4932,1561,7751,679848887323492017,9402541812,1482,2912,0501,85230778210166 3425741,7811,3289211,813 1,0991,4549172,2031,0802,443522,0391,7841,0771,5674,1915,3495,1894,071496385381587149170170149683639480532
8165,2026,4776,2255,052357371236411127 4463666176808929091,7587281,8726671,80304132123194309831,8421,0171,7934315947503233104055326339876102,5200153853 2,7983,9673247454,5603,11124,4410720232 6493867,3545,3716,4585,349170151018,8932817
2,743896
119112523517027,6288401,0224404721,1331,0113,4834,5812741794,1075,2554,6104,0961791583,6322,6388181,3211,0201,0191,6431,74105,288004,9833,9155,3384,1699979759532,00 9
1,7932,553
1,4532,657 3,9961,7014543534809133,0763,7788878487,3577,8237,8716,661034,7042,23101,3221,0261,41202,9753,407
1,6801,0872,1982,6993,4692,5616804264,4242,6962133301,1401,2832972476,6615,3134,6783,2100168150394 1,74201,8230749932
2473742,52 4
1,0 2 9
24,02805849597249443204043,5293,957024,0285,1894,0714,9475,9485,5644,689277378
293498 3,8435,3075,1804,550
3,9392,8741,2771,6131,8641,6351,8272,619421134,9804,0256,0265,877
347755005,8404,2605916836006734,5923,6717245046901,458927
2,9596,781392273 2,9885,275
2,83308031,564 5896982,2522,2372,0152,0232,9322,6943,2232,0753,0511,5445 8 4576 4362709301,35902,2775,0663,192689647
1,1071,0352,1842,5308191,2295 814 1 31,1346531,2259381,0999731943223,9842,505
4,1573,4151,2259388299662,2082,867 569988 77198312,20203663791,4541,2402,1541,9349045526972886,6814,3222,8064,3278,0654,5693,1791,018 3,0921,036202327
3,5802,27101,1641501,1909601,764002,1321,3163,5423585131,5443,0511101932,1 191 ,3109211,813
3164236,9205,5155,5106,6983,1793,683 5,3073,8439195541,82004,2945,9504,3076,0594,8135,8845,7854,9075242 4,0715,18942665000731640200002,21902,2311,7832,8562,6514,6362,1332,0352,8833,9393,2644,1341,3972,0364,7283,75501,6741,0471,2152,8462,753
19456091,1262,38727,09603,9002,9703,6152,7882,0352,1334673374,2295,6176842,0321,7572,7083,0953,577 1,6212,4426,4273,1298548716,39403,480003,311011,9422,97002,96604,6104,2114,6973,0244,6164,991
24,48803,8635,3093,4934,8994,3272,8068,4097,4246563713,1554,0764,0843,8786,4216,4081,2251,1423,0503,4731,0351,1075,4733,105
2,9822,4638651,2659421,5696571,0 81 1,4979752,7694,27505,8405,6156,3314,6185,358
340319721264615436942442,6031,8621,0063,1933,0053,0093,1554,0767038553,4482,5383,8784,0844,6334,3355,91001,38957620001,23404,6824,37702,16202,2884,42904,41801,8461,7377721,039
4,4992,9014,5083,677 2,3081,0104,8943,6551,4541,2404,1894,759
1051,1836816101,0351,107
4604365,6079,7334916561,4541,2403,4063,3856,3940005,58503,8433,7040023,43509526193,1892,5644,6104,2114,9914,616
1,099973274179018,8933,2733,760
3,7703,589
2,8469461732763,6554,894007138426269663,5302,668
0026303,2933,289013,1316,5338,0534,0323,20031314,6895,5644,8575,26707,9143,569003,4155,6787,1856,6615,3132,0302,1283,9846,0046,0084,3914,0763,1556,39403,38003,4110665606422730
2621463384363234923,1911,1898508692111446881,10403,6091,14874004,2394,35503,9672,7984,6973,02418711041603 16,12004412923,8632,9261,063719 3,0511,5445,3093,8632,2713,5809996552,0302,1282,1332,0354,5923,6405 3 1830 26303,35103,23104,42104,42601,23401,7972,5737,5056,783
1,1707693,47906,39403,311018,893002152,62102,45202,3013,785
5,2077,81012,0528,2525,910002152,58302,49002002,158002,292048942523,56404,2610003,6094,3324,6073,0153,4957,91403,489009421,5693,0053,0093,5042,11204,2264,36803,60905,3073,8434,1695,33816,8960011,9422,9842,951001,039772
2,1541,9347,9143,5680003,4163,5042,112020,0441,3941,4389858769858763,0062,2336,3496,4721,2053,3222,1153,0064,1894,7743,7532,3667,8409,7335,3136,6616,4964,9398,9086,3101,8701,3742,3582,652 2,2372,2521 ,6 6 1
2 ,2 9 6
3,2902633,292000003,29403,2882632,3372,690016,896684477687676687,6973,5552,53002,543021504,3076,0594218525,7154,4613,0172,9142,6842,748
16,12001,1501,4037,0443,0521,2015,7593,3221,2051,0831,371011,94207,9143,41003,57403,032002,9031,82301,742168003,4103,149
2,2761,0655175232,5260021502,5481,4701,491
04,3564,23703,60906972881,4571,4944,6743,6776,5338,0534,6152,3251,61 6384
1,4823343,74903,79705,58501 ,1 762,64 3
9541,0522,5265,6002,6255,5262,3393,661013,1317,8586,8951,679914FOOTHILL FWY0 .33 .67 1MilesMap layersNodeSBTAM 2040Node selection setsCentroidsConnectorsSBTAM 2040Fontana SitePM Peak Period Traffic FlowSUMMIT AVEARROW RTEMMILLIKEN AVE
DAY CREEK BLVD
HAVEN AVEARCHIBALD AVE
SIERRA AVE
CHERRY AVEALDER AVEBASELINE AVEETIWANDA AVE
EAST AVE
BEECH AVE
FOOTHILL BLVDWILSON AVE
Intersection:Beech Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 31 SOUTH LEG
BOUND THRU 276 IN ...602
RIGHT 54 OUT ...490
SOUTH LEFT 38 NORTH LEG
BOUND THRU 204 IN ...427
RIGHT 45 OUT ...544
EAST LEFT 56 WEST LEG
BOUND THRU 102 IN ...256
RIGHT 24 OUT ...388
WEST LEFT 30 EAST LEG
BOUND THRU 143 IN ...407
RIGHT 63 OUT ...272
1,066 3,386
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 31 78
BOUND THRU 276 417
RIGHT 54 104
SOUTH LEFT 38 33
BOUND THRU 204 346
RIGHT 45 51
EAST LEFT 56 58
BOUND THRU 102 135
RIGHT 24 63
WEST LEFT 30 81
BOUND THRU 143 258
RIGHT 63 68
1,066 1,693
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Beech Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 30 SOUTH LEG
BOUND THRU 416 IN ...873
RIGHT 105 OUT ...885
SOUTH LEFT 112 NORTH LEG
BOUND THRU 431 IN ...715
RIGHT 61 OUT ...805
EAST LEFT 98 WEST LEG
BOUND THRU 340 IN ...713
RIGHT 75 OUT ...399
WEST LEFT 90 EAST LEG
BOUND THRU 177 IN ...502
RIGHT 90 OUT ...713
2,025 5,605
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 30 72
BOUND THRU 416 615
RIGHT 105 183
SOUTH LEFT 112 88
BOUND THRU 431 563
RIGHT 61 66
EAST LEFT 98 108
BOUND THRU 340 442
RIGHT 75 162
WEST LEFT 90 160
BOUND THRU 177 261
RIGHT 90 82
2,025 2,803
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Beech Ave SR-210 HOV Ramps
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 101 SOUTH LEG
BOUND THRU 260 IN ...544
RIGHT 34 OUT ...426
SOUTH LEFT 0 NORTH LEG
BOUND THRU 286 IN ...415
RIGHT 0 OUT ...368
EAST LEFT 0 WEST LEG
BOUND THRU 0 IN ...(4)
RIGHT 0 OUT ...140
WEST LEFT 0 EAST LEG
BOUND THRU 0 IN ...14
RIGHT 0 OUT ...34
681 1,938
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 101 140
BOUND THRU 260 368
RIGHT 34 34
SOUTH LEFT 0 0
BOUND THRU 286 426
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
WEST LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
681 969
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Beech Ave SR-210 HOV Ramps
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 602 IN ...803
RIGHT 0 OUT ...717
SOUTH LEFT 0 NORTH LEG
BOUND THRU 515 IN ...629
RIGHT 0 OUT ...821
EAST LEFT 15 WEST LEG
BOUND THRU 0 IN ...129
RIGHT 68 OUT ...18
WEST LEFT 23 EAST LEG
BOUND THRU 0 IN ...19
RIGHT 4 OUT ...23
1,227 3,159
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 602 791
RIGHT 0 0
SOUTH LEFT 0 0
BOUND THRU 515 604
RIGHT 0 0
EAST LEFT 15 27
BOUND THRU 0 0
RIGHT 68 98
WEST LEFT 23 15
BOUND THRU 0 0
RIGHT 4 3
1,227 1,538
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Catawba Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
SOUTH LEFT 3 NORTH LEG
BOUND THRU 0 IN ...4
RIGHT 1 OUT ...4
EAST LEFT 0 WEST LEG
BOUND THRU 344 IN ...435
RIGHT 0 OUT ...381
WEST LEFT 0 EAST LEG
BOUND THRU 196 IN ...384
RIGHT 4 OUT ...438
548 1,646
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
SOUTH LEFT 3 3
BOUND THRU 0 0
RIGHT 1 1
EAST LEFT 0 0
BOUND THRU 344 435
RIGHT 0 0
WEST LEFT 0 0
BOUND THRU 196 380
RIGHT 4 4
548 823
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Catawba Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
SOUTH LEFT 12 NORTH LEG
BOUND THRU 0 IN ...20
RIGHT 8 OUT ...28
EAST LEFT 14 WEST LEG
BOUND THRU 491 IN ...764
RIGHT 0 OUT ...577
WEST LEFT 0 EAST LEG
BOUND THRU 418 IN ...583
RIGHT 14 OUT ...762
957 2,734
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
SOUTH LEFT 12 12
BOUND THRU 0 0
RIGHT 8 8
EAST LEFT 14 15
BOUND THRU 491 750
RIGHT 0 0
WEST LEFT 0 0
BOUND THRU 418 569
RIGHT 14 13
957 1,367
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave SR-210 WB Ramps
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 441 SOUTH LEG
BOUND THRU 808 IN ...1,343
RIGHT 0 OUT ...930
SOUTH LEFT 0 NORTH LEG
BOUND THRU 570 IN ...1,141
RIGHT 479 OUT ...1,336
EAST LEFT 0 WEST LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...922
WEST LEFT 249 EAST LEG
BOUND THRU 1 IN ...706
RIGHT 275 OUT ...0
2,823 6,378
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 441 409
BOUND THRU 808 934
RIGHT 0 0
SOUTH LEFT 0 0
BOUND THRU 570 629
RIGHT 479 512
EAST LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
WEST LEFT 249 302
BOUND THRU 1 1
RIGHT 275 402
2,823 3,189
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave SR-210 WB Ramps
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 388 SOUTH LEG
BOUND THRU 1,433 IN ...1,992
RIGHT 0 OUT ...1,476
SOUTH LEFT 0 NORTH LEG
BOUND THRU 840 IN ...1,515
RIGHT 484 OUT ...2,151
EAST LEFT 0 WEST LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...961
WEST LEFT 509 EAST LEG
BOUND THRU 1 IN ...1,081
RIGHT 545 OUT ...0
4,200 9,176
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 388 410
BOUND THRU 1,433 1,583
RIGHT 0 0
SOUTH LEFT 0 0
BOUND THRU 840 964
RIGHT 484 550
EAST LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
WEST LEFT 509 512
BOUND THRU 1 1
RIGHT 545 568
4,200 4,588
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave SR-210 EB Ramps
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 787 IN ...1,299
RIGHT 443 OUT ...1,154
SOUTH LEFT 228 NORTH LEG
BOUND THRU 695 IN ...1,034
RIGHT 0 OUT ...1,224
EAST LEFT 343 WEST LEG
BOUND THRU 3 IN ...756
RIGHT 340 OUT ...0
WEST LEFT 0 EAST LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...711
2,839 6,179
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 787 843
RIGHT 443 457
SOUTH LEFT 228 251
BOUND THRU 695 783
RIGHT 0 0
EAST LEFT 343 381
BOUND THRU 3 3
RIGHT 340 371
WEST LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
2,839 3,089
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave SR-210 EB Ramps
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 1,144 IN ...1,677
RIGHT 422 OUT ...1,494
SOUTH LEFT 269 NORTH LEG
BOUND THRU 1,066 IN ...1,462
RIGHT 0 OUT ...1,990
EAST LEFT 675 WEST LEG
BOUND THRU 4 IN ...1,146
RIGHT 427 OUT ...0
WEST LEFT 0 EAST LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...800
4,007 8,570
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 1,144 1,230
RIGHT 422 447
SOUTH LEFT 269 349
BOUND THRU 1,066 1,112
RIGHT 0 0
EAST LEFT 675 760
BOUND THRU 4 4
RIGHT 427 382
WEST LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
4,007 4,285
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 31 SOUTH LEG
BOUND THRU 827 IN ...979
RIGHT 54 OUT ...796
SOUTH LEFT 211 NORTH LEG
BOUND THRU 711 IN ...1,150
RIGHT 109 OUT ...1,299
EAST LEFT 234 WEST LEG
BOUND THRU 109 IN ...472
RIGHT 38 OUT ...391
WEST LEFT 29 EAST LEG
BOUND THRU 67 IN ...455
RIGHT 169 OUT ...569
2,589 6,111
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 31 57
BOUND THRU 827 828
RIGHT 54 92
SOUTH LEFT 211 290
BOUND THRU 711 700
RIGHT 109 163
EAST LEFT 234 237
BOUND THRU 109 188
RIGHT 38 47
WEST LEFT 29 49
BOUND THRU 67 171
RIGHT 169 234
2,589 3,055
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 57 SOUTH LEG
BOUND THRU 1,012 IN ...1,175
RIGHT 97 OUT ...1,172
SOUTH LEFT 277 NORTH LEG
BOUND THRU 981 IN ...1,489
RIGHT 230 OUT ...1,674
EAST LEFT 216 WEST LEG
BOUND THRU 256 IN ...784
RIGHT 53 OUT ...605
WEST LEFT 72 EAST LEG
BOUND THRU 167 IN ...844
RIGHT 335 OUT ...841
3,753 8,583
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 57 74
BOUND THRU 1,012 973
RIGHT 97 126
SOUTH LEFT 277 285
BOUND THRU 981 967
RIGHT 230 239
EAST LEFT 216 269
BOUND THRU 256 430
RIGHT 53 85
WEST LEFT 72 120
BOUND THRU 167 292
RIGHT 335 432
3,753 4,291
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave Walnut St
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 10 SOUTH LEG
BOUND THRU 752 IN ...908
RIGHT 39 OUT ...748
SOUTH LEFT 29 NORTH LEG
BOUND THRU 628 IN ...772
RIGHT 45 OUT ...919
EAST LEFT 91 WEST LEG
BOUND THRU 30 IN ...167
RIGHT 33 OUT ...109
WEST LEFT 16 EAST LEG
BOUND THRU 24 IN ...131
RIGHT 31 OUT ...202
1,728 3,955
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 10 14
BOUND THRU 752 795
RIGHT 39 93
SOUTH LEFT 29 53
BOUND THRU 628 678
RIGHT 45 47
EAST LEFT 91 75
BOUND THRU 30 56
RIGHT 33 36
WEST LEFT 16 34
BOUND THRU 24 49
RIGHT 31 49
1,728 1,978
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Citrus Ave Walnut St
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 45 SOUTH LEG
BOUND THRU 1,149 IN ...1,362
RIGHT 83 OUT ...1,093
SOUTH LEFT 37 NORTH LEG
BOUND THRU 906 IN ...1,106
RIGHT 94 OUT ...1,302
EAST LEFT 73 WEST LEG
BOUND THRU 49 IN ...192
RIGHT 37 OUT ...224
WEST LEFT 31 EAST LEG
BOUND THRU 39 IN ...248
RIGHT 37 OUT ...289
2,580 5,817
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 45 49
BOUND THRU 1,149 1,157
RIGHT 83 150
SOUTH LEFT 37 57
BOUND THRU 906 969
RIGHT 94 87
EAST LEFT 73 68
BOUND THRU 49 82
RIGHT 37 43
WEST LEFT 31 82
BOUND THRU 39 89
RIGHT 37 78
2,580 2,909
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Jacaranda Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...11
RIGHT 11 OUT ...3
SOUTH LEFT 0 NORTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
EAST LEFT 0 WEST LEG
BOUND THRU 347 IN ...438
RIGHT 0 OUT ...384
WEST LEFT 3 EAST LEG
BOUND THRU 200 IN ...387
RIGHT 0 OUT ...449
561 1,672
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 11 11
SOUTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 347 438
RIGHT 0 0
WEST LEFT 3 3
BOUND THRU 200 384
RIGHT 0 0
561 836
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Jacaranda Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...7
RIGHT 7 OUT ...11
SOUTH LEFT 0 NORTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
EAST LEFT 0 WEST LEG
BOUND THRU 503 IN ...762
RIGHT 0 OUT ...582
WEST LEFT 11 EAST LEG
BOUND THRU 431 IN ...593
RIGHT 0 OUT ...769
952 2,724
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 7 7
SOUTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 503 762
RIGHT 0 0
WEST LEFT 11 11
BOUND THRU 431 582
RIGHT 0 0
952 1,362
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Tokay Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...11
RIGHT 11 OUT ...4
SOUTH LEFT 0 NORTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
EAST LEFT 0 WEST LEG
BOUND THRU 358 IN ...449
RIGHT 0 OUT ...387
WEST LEFT 4 EAST LEG
BOUND THRU 203 IN ...391
RIGHT 0 OUT ...460
576 1,702
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 11 11
SOUTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 358 449
RIGHT 0 0
WEST LEFT 4 4
BOUND THRU 203 387
RIGHT 0 0
576 851
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Tokay Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...7
RIGHT 7 OUT ...12
SOUTH LEFT 0 NORTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
EAST LEFT 0 WEST LEG
BOUND THRU 510 IN ...769
RIGHT 0 OUT ...593
WEST LEFT 12 EAST LEG
BOUND THRU 442 IN ...605
RIGHT 0 OUT ...776
971 2,762
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 7 7
SOUTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 510 769
RIGHT 0 0
WEST LEFT 12 12
BOUND THRU 442 593
RIGHT 0 0
971 1,381
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Cherimoya Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:AM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...12
RIGHT 12 OUT ...0
SOUTH LEFT 0 NORTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
EAST LEFT 0 WEST LEG
BOUND THRU 369 IN ...460
RIGHT 0 OUT ...391
WEST LEFT 0 EAST LEG
BOUND THRU 207 IN ...391
RIGHT 0 OUT ...472
588 1,726
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 12 12
SOUTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 369 460
RIGHT 0 0
WEST LEFT 0 0
BOUND THRU 207 391
RIGHT 0 0
588 863
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
Intersection:Cherimoya Ave S. Highland Ave
Condition:2040 Build-out
Peak Hour:PM Peak Hour
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86
Modified by: FHWA 12/21/87
TURN BY FY
APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL
----------------------------------
NORTH LEFT 0 SOUTH LEG
BOUND THRU 0 IN ...8
RIGHT 8 OUT ...0
SOUTH LEFT 0 NORTH LEG
BOUND THRU 0 IN ...0
RIGHT 0 OUT ...0
EAST LEFT 0 WEST LEG
BOUND THRU 517 IN ...776
RIGHT 0 OUT ...605
WEST LEFT 0 EAST LEG
BOUND THRU 454 IN ...605
RIGHT 0 OUT ...784
979 2,778
FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES
NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)
*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86
TURN BY FY
APPROACH MOVEMENT COUNT FORECAST
-----------------------------
NORTH LEFT 0 0
BOUND THRU 0 0
RIGHT 8 8
SOUTH LEFT 0 0
BOUND THRU 0 0
RIGHT 0 0
EAST LEFT 0 0
BOUND THRU 517 776
RIGHT 0 0
WEST LEFT 0 0
BOUND THRU 454 605
RIGHT 0 0
979 1,389
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\1st Submittal - TIA\1 Analysis\Modeling\10/5/2021 9:36 AM
APPENDIX G
TRAFFIC SIGNAL WARRANT
ANALYSIS WORKSHEETS
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET:Highland Avenue EB WB # OF APPROACH LANES:1
MINOR STREET:Jacaranda Avenue NB SB # OF APPROACH LANES:1
CITY, STATE:Fontana, CA
COMMENTS:Opening Year 2023 Cumulative Plus Project
0
ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N):N
85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N):Y
MAJOR ST MINOR ST WARRANT 2 WARRANT 3
TWO-WAY
TRAFFIC
TRAFFIC
HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET Four-Hour Peak Hour
THRESHOLD VALUES 350 105 525 53 280 84 420 42
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 714 13 Y Y Y Y
10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 1,154 25 Y Y Y Y
05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,868 38 2 0 0 2 0 0 2 0 0 2 0 0 0 0
4 HRS NEEDED 1 HR NEEDED
NOT
SATISFIED
NOT
SATISFIED
12/06/21
Kimley-Horn and Associates
NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED
NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\2nd Submittal - TIA\1 Analysis\Signal Warrant\D1. OY WP Signal Warrant.xls \ Calculations Warrants 1,2,3
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET:Highland Avenue EB WB # OF APPROACH LANES:1
MINOR STREET:Jacaranda Avenue NB SB # OF APPROACH LANES:1
CITY, STATE:Fontana, CA
COMMENTS:Horizon Year 2040 Plus Project
0
ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N):N
85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N):Y
MAJOR ST MINOR ST WARRANT 2 WARRANT 3
TWO-WAY
TRAFFIC
TRAFFIC
HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET Four-Hour Peak Hour
THRESHOLD VALUES 350 105 525 53 280 84 420 42
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 907 13 Y Y Y Y
10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 1,429 25 Y Y Y Y
05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
2,336 38 2 0 0 2 0 0 2 0 0 2 0 0 0 0
4 HRS NEEDED 1 HR NEEDED
NOT
SATISFIED
NOT
SATISFIED
12/06/21
Kimley-Horn and Associates
NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED
NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET:Beech Ave NB SB # OF APPROACH LANES:3
MINOR STREET:SR-210 HOV Ramps EB WB # OF APPROACH LANES:1
CITY, STATE:Fontana, CA
COMMENTS:Horizon Year 2040
0
ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N):N
85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N):N
MAJOR ST MINOR ST WARRANT 2 WARRANT 3
TWO-WAY
TRAFFIC
TRAFFIC
HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET Four-Hour Peak Hour
THRESHOLD VALUES 600 150 900 75 480 120 720 60
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 1,569 209 Y Y Y Y Y Y Y Y Y Y Y Y Y Y
10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 1,405 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y
05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
2,974 491 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT
SATISFIED SATISFIED
12/06/21
Kimley-Horn and Associates
NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED
NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\2nd Submittal - TIA\1 Analysis\Signal Warrant\2. HY Signal Warrant.xls \ Calculations Warrants 1,2,3
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET:Beech Ave NB SB # OF APPROACH LANES:3
MINOR STREET:SR-210 HOV Ramps EB WB # OF APPROACH LANES:1
CITY, STATE:Fontana, CA
COMMENTS:Horizon Year 2040 Plus Project
0
ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N):N
85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N):N
MAJOR ST MINOR ST WARRANT 2 WARRANT 3
TWO-WAY
TRAFFIC
TRAFFIC
HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET Four-Hour Peak Hour
THRESHOLD VALUES 600 150 900 75 480 120 720 60
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 1,582 209 Y Y Y Y Y Y Y Y Y Y Y Y Y Y
10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 1,417 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y
05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
2,999 491 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT
SATISFIED SATISFIED
12/06/21
Kimley-Horn and Associates
NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED
NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1
K:\ORA_TPTO\ZTBB\Projects\Fontana - Fontana Square\7 Submittals\2nd Submittal - TIA\1 Analysis\Signal Warrant\2. HY WP Signal Warrant.xls \ Calculations Warrants 1,2,3
APPENDIX H
QUEUING ANALYSIS
WORKSHEETS
Corona
(2305 Compton Ave, Corona, CA 92881)
Highland
(28009 Greenspot Rd, Highland, CA 92346)
Thousand Palms
(72265 Varner Rd, Thousand Palms, CA 92276)
Location:72265 Varner Road Day:Thursday
City:Thousand Palms Date:6/27/2019
11:00 12 16:00 7 21:00 10
11:05 14 16:05 6 21:05 12
11:10 15 16:10 4 21:10 14
11:15 15 16:15 9 21:15 12
11:20 16 16:20 8 21:20 15
11:25 14 16:25 10 21:25 18
11:30 18 16:30 9 21:30 18
11:35 17 16:35 7 21:35 17
11:40 17 16:40 5 21:40 16
11:45 13 16:45 10 21:45 16
11:50 12 16:50 11 21:50 19
11:55 14 16:55 10 21:55 18
12:00 17 17:00 10 22:00 19
12:05 15 17:05 9 22:05 18
12:10 14 17:10 10 22:10 19
12:15 13 17:15 14 22:15 17
12:20 16 17:20 11 22:20 20
12:25 15 17:25 12 22:25 17
12:30 14 17:30 11 22:30 19
12:35 14 17:35 13 22:35 18
12:40 16 17:40 12 22:40 19
12:45 18 17:45 9 22:45 17
12:50 20 17:50 6 22:50 14
12:55 15 17:55 7 22:55 10
13:00 10 18:00 11
13:05 9 18:05 12
13:10 9 18:10 11
13:15 12 18:15 12
13:20 9 18:20 16
13:25 8 18:25 12
13:30 11 18:30 17
13:35 12 18:35 18
13:40 13 18:40 16
13:45 10 18:45 15
13:50 7 18:50 18
13:55 10 18:55 15
14:00 14 19:00 16
14:05 13 19:05 18
14:10 19 19:10 19
14:15 21 19:15 20
14:20 18 19:20 17
14:25 17 19:25 17
14:30 14 19:30 17
14:35 14 19:35 14
14:40 6 19:40 15
14:45 7 19:45 16
14:50 9 19:50 16
14:55 12 19:55 12
15:00 12 20:00 10
15:05 13 20:05 6
15:10 7 20:10 6
15:15 8 20:15 12
15:20 10 20:20 13
15:25 9 20:25 17
15:30 11 20:30 15
15:35 13 20:35 13
15:40 14 20:40 15
15:45 13 20:45 11
15:50 11 20:50 8
15:55 9 20:55 9
In‐N‐Out, Rancho Mirage
MAX Queue Study
Time TimeQueue Time Queue Queue
Location:72265 Varner Road Day:Saturday
City:Thousand Palms Date:6/22/2019
11:00 6 16:00 12 21:00 12
11:05 6 16:05 7 21:05 11
11:10 8 16:10 7 21:10 9
11:15 7 16:15 6 21:15 13
11:20 8 16:20 7 21:20 14
11:25 7 16:25 11 21:25 15
11:30 10 16:30 12 21:30 13
11:35 9 16:35 9 21:35 16
11:40 12 16:40 12 21:40 18
11:45 12 16:45 11 21:45 15
11:50 11 16:50 10 21:50 16
11:55 14 16:55 11 21:55 14
12:00 9 17:00 12 22:00 8
12:05 9 17:05 12 22:05 12
12:10 11 17:10 11 22:10 16
12:15 9 17:15 11 22:15 19
12:20 11 17:20 8 22:20 20
12:25 12 17:25 5 22:25 14
12:30 12 17:30 2 22:30 16
12:35 12 17:35 3 22:35 14
12:40 18 17:40 6 22:40 11
12:45 14 17:45 10 22:45 9
12:50 15 17:50 16 22:50 6
12:55 16 17:55 16 22:55 10
13:00 15 18:00 19
13:05 13 18:05 16
13:10 15 18:10 12
13:15 15 18:15 11
13:20 13 18:20 13
13:25 14 18:25 17
13:30 17 18:30 14
13:35 18 18:35 15
13:40 17 18:40 15
13:45 15 18:45 15
13:50 17 18:50 18
13:55 18 18:55 20
14:00 14 19:00 19
14:05 14 19:05 15
14:10 14 19:10 16
14:15 10 19:15 13
14:20 14 19:20 12
14:25 16 19:25 11
14:30 18 19:30 12
14:35 16 19:35 12
14:40 17 19:40 12
14:45 15 19:45 12
14:50 14 19:50 14
14:55 15 19:55 10
15:00 15 20:00 10
15:05 15 20:05 10
15:10 11 20:10 13
15:15 16 20:15 13
15:20 17 20:20 17
15:25 16 20:25 15
15:30 15 20:30 12
15:35 13 20:35 16
15:40 15 20:40 17
15:45 11 20:45 19
15:50 14 20:50 17
15:55 14 20:55 16
MAX Queue Study
In‐N‐Out, Rancho Mirage
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