HomeMy WebLinkAboutAppendix E - Traffic Impact Study
APPENDIX E – TRAFFIC IMPACT STUDY
9841 Irvine Center, Suite 200 | Irvine, California 92618 | t: (949) 878-3509
www.tjwengineering.com
December 7, 2021
Mr. Stan Smith
RELATED CALIFORNIA
18201 Von Karman Avenue, Suite 900
Irvine, CA 92612
SUBJECT: Focused Traffic Impact Analysis – Fontana Southridge, City of Fontana
Dear Mr. Smith,
TJW Engineering, Inc. (TJW) is pleased to submit this Trip Generation comparison for the proposed project
Fontana Southridge located on the west side of Sierra Avenue between Under Wood Drive and Jurupa
Avenue in the City of Fontana.
Site Plan and Trip Generation Comparison
The original proposed site plan (attached for reference) consists of the following land uses:
· 155 multifamily dwelling units
The revised proposed site plan (attached for reference) consists of the following land uses:
· 106 multifamily dwelling units
The revised site plan has reduced in dwelling units by 49 multifamily dwelling units.
The trip generation for the proposed project was determined using the Institute of Transportation
Engineers Trip Generation Manual (10th Edition, 2017). The attached tables provide a summary of the
proposed project trips for both the original and revised site plan. In general, the trip generation is lower
with the revised site plan over the original site plan.
Summary
The revised site plan shows overall lower trip generation over the original site plan. As the original site
plan has higher anticipated trip generation, it is also a more conservative estimate of the proposed
Mr. Fifield
Shops at Jurupa Valley Trip Gen Comparison
January 7, 2021
Page 2
TJW Engineering, Inc.
RCA20001 Fontana Southridge Trip Gen Comparison 12072021
project. It is recommended that analyses utilize the original site plan for analysis purposes as it provides
a conservative approach.
Please contact us at (949) 878-3509 if you have any questions regarding this analysis.
Sincerely,
Thomas Wheat, PE, TE David Chew, PTP
President Transportation Planner
Registered Civil Engineer #69467
Registered Traffic Engineer #2565
Daniel Flores, EIT
Project Engineer
Sierra AvenueCommunityRoomCommunityRoomTrash RmBike RoomUSPS PkgLoading122'-6"68'-5"120'-0"39'-5"84'-2"34'-7"67'-0"149'-5"8'-3"
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Line ofDedicationLeasingOffice31'-6"219'-2"377'-9"135'-4"30'-0"99'-5"Elec. Rm.Stair #2Stair #1B2C1B2B1C1B1B1TeenAreaKidsPlaygroundTurfAreaBBQ AreaB1B224'-9"150'-6"Elec.Rm.56'-2"
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"183'-0"DETENTION BASIN182'-7"PHASE 2255'-8"PHASE 1330'-0"C2B2B2B2B2B2Stair #1Stair #4Stair #528'-6"B2B226'-9"GateC1 UnitsAboveC2 UnitsAboveA1 UnitsAboveA1 UnitsAbove0102040A2.060Courtplace At FontanaDNA DESIGN AND ARCHITECTURE EXPRESSLY RESERVES ITSCOMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TO BEREPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNERWHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF DNA DESIGN AND ARCHITECTURE.Density StudyOPT D LEVEL 1 FLOOR PLAN
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In Out Total In Out TotalMulti-family Housing (Low Rise) (220) 155 DU 7.32 1,135 0.46 23:77 16 55 72 0.56 63:37 55 32 87Total 1,135 16 55 72 55 32 871: Rates from ITE Trip Generation (10th Edition, 2017)2: DU = Dwelling UnitsIn Out Total In Out TotalMulti-family Housing (Low Rise) (220) 106 DU 7.32 776 0.46 23:77 11 38 49 0.56 63:37 37 22 59Total 776 11 38 49 37 22 591: Rates from ITE Trip Generation (10th Edition, 2017)2: DU = Dwelling UnitsOriginal Site Plan Trip Generation TableRevised Site Plan Trip Generation TableVolumeRateIn:Out SplitVolumeProposed Land Use1QtyUnit2Daily Trips (ADTs) AM Peak Hour PM Peak HourRate Volume RateIn:Out SplitProposed Land Use1QtyUnit2Daily Trips (ADTs) AM Peak Hour PM Peak HourRate Volume RateIn:Out SplitVolumeRateIn:Out SplitVolume
December 21, 2020
Prepared by:
TJW ENGINEERING, INC.
6 Venture, Suite 225
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com
Fontana Southridge
Focused Traffic
Impact Analysis
City of Fontana, California
6 Venture, Suite 225 | Irvine, California 92618 | 949.878.3509 |www.tjwengineering.com
December 21, 2020
Mr. Stan Smith
RELATED CALIFORNIA
18201 Von Karman Avenue, Suite 900
Irvine, CA 92612
Subject: Focused Traffic Impact Analysis – Fontana Southridge, City of Fontana
Dear Mr. Smith:
TJW ENGINEERING, INC. (TJW) is pleased to present you with this focused traffic impact analysis for the
proposed multi-family residential project located on the west side of Sierra Avenue between Under Wood
Drive and Jurupa Avenue in the City of Fontana. The proposed project includes 155 multi family dwelling units
in its full capacity. However, the project will be built in phases. For this traffic analysis, the project will be
analyzed as full built-out, with all 155 units occupied.
This focused traffic study has been prepared to meet the traffic study requirements for the City of Fontana
and assesses the forecast traffic operations associated with the proposed project and its impact on the local
street network. This report is being submitted to you for review and forwarding to the City of Fontana
Please contact us at (949) 878-3509 if you have any questions regarding this analysis.
Sincerely,
Thomas Wheat, PE, TE David Chew, PTP
President Transportation Planner
Registered Civil Engineer #69467
Registered Traffic Engineer #2565
Daniel Flores, EIT
Project Engineer
Fontana Southridge
Focused Traffic Impact Analysis
City of Fontana, California
December 21, 2020
Prepared for:
Mr. Stan Smith
RELATED CALIFORNIA
18201 Von Karman Avenue Suite 900
Irvine, CA 92612
Prepared by:
Thomas Wheat, PE, TE
David Chew, PTP
Daniel Flores, EIT
TJW ENGINEERING, INC.
6 Venture, Suite 225
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com
Fontana Southridge
Focused Traffic Impact Analysis
RCA-20-001
i
Contents
1.0 EXECUTIVE SUMMARY ........................................................................................................................... iv
1.1 SUMMARY OF PROJECT RELATED TRANSPORTATION DEFICIENCIES ................................................ iv
1.2 SUMMARY OF LEVEL OF SERVICE ANALYSIS RESULTS ........................................................................ v
1.2 OFF-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS .................................................................. vi
1.3 SUMMARY OF DEFICIENCIES AND RECOMMENDED IMPROVEMENTS ............................................. vi
1.4 SUMMARY OF VEHICLE MILES TRAVELED ANALYSIS ......................................................................... vi
2.0 INTRODUCTION ....................................................................................................................................... 1
2.1 PROJECT DESCRIPTION ........................................................................................................................ 1
2.2 STUDY AREA ........................................................................................................................................ 1
2.3 ANALYSIS METHODOLOGY .................................................................................................................. 4
2.3.1 Intersection Analysis Methodology ............................................................................................. 4
2.3.2 Vehicle Miles Traveled (VMT) Analysis....................................................................................... 7
2.4 PERFORMANCE CRITERIA .................................................................................................................... 7
2.4.1 City of Fontana ........................................................................................................................... 7
2.5 CUMULATIVE PROJECTS TRAFFIC ........................................................................................................ 8
3.0 EXISTING BASELINE CONDITIONS ........................................................................................................... 9
3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS ......................................................... 9
3.2 CITY OF FONTANA GENERAL PLAN CIRCULATION ELEMENT .............................................................. 9
3.3 EXISTING TRUCK NETWORK ................................................................................................................ 9
3.4 EXISTING BICYCLE AND PEDESTRIAN FACILITIES ................................................................................. 9
3.5 EXISTING PUBLIC TRANSIT SERVICES ................................................................................................ 10
3.6 EXISTING TRAFFIC VOLUMES ............................................................................................................ 10
3.7 EXISTING BASELINE CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS .............................. 14
4.0 PROPOSED PROJECT ............................................................................................................................. 15
4.1 PROJECT DESCRIPTION ...................................................................................................................... 15
4.2 PROJECT SITE ACCESS ........................................................................................................................ 15
4.3 PROJECT TRIP GENERATION .............................................................................................................. 15
4.4 PROJECT TRIP DISTRIBUTION ............................................................................................................ 17
4.5 MODAL SPLIT ..................................................................................................................................... 17
5.0 CONSTRUCTION PHASE CONDITIONS ................................................................................................... 19
5.1 ROADWAY IMPROVEMENTS ............................................................................................................. 19
5.2 CONSTRUCTION PHASE TRAFFIC VOLUMES ..................................................................................... 19
5.3 CONSTRUCTION PHASE INTERSECTION LEVEL OF SERVICE ANALYSIS .............................................. 19
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6.0 PROJECT OPENING YEAR PLUS CUMULATIVE CONDITIONS (OY) ......................................................... 22
6.1 ROADWAY IMPROVEMENTS ............................................................................................................. 22
6.2 PROJECT OPENING YEAR PLUS CUMULATIVE TRAFFIC VOLUMES .................................................... 22
6.3 PROJECT OPENING YEAR PLUS CUMULATIVE INTERSECTION LEVEL OF SERVICE ANALYSIS ............ 22
6.4 CUMULATIVE PROJECTS TRAFFIC ...................................................................................................... 22
7.0 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT CONDITIONS ......................................... 25
7.1 ROADWAY IMPROVEMENTS ............................................................................................................. 25
7.2 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT TRAFFIC VOLUMES............................ 25
7.3 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT INTERSECTION LEVEL OF SERVICE
ANALYSIS ...................................................................................................................................................... 25
7.4 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT SIGNAL WARRANT ANALYSIS ............ 27
8.0 PROJECT ACCESS AND CONCEPT ALIGNMENT ...................................................................................... 28
8.1 PROJECT ACCESS ............................................................................................................................... 28
8.2 CONCEPT ALIGNMENT ...................................................................................................................... 28
8.3 QUEUING ANALYSIS .......................................................................................................................... 28
9.0 VEHICLE MILES TRAVELED (VMT) ANALYSIS ......................................................................................... 30
9.1 VEHICLE MILES TRAVELED (VMT) ANALYSIS ..................................................................................... 30
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List of Tables
Table 1 HCM – LOS & Delay Ranges – Signalized Intersections ......................................................................... 6
Table 2 HCM – LOS & Delay Ranges – Unsignalized Intersections .................................................................... 7
Table 3 City of Fontana Thresholds of Significance ........................................................................................... 8
Table 4 Cumulative Project List .......................................................................................................................... 8
Table 5 Roadway Characteristics within Study Area.......................................................................................... 9
Table 6 Intersection Analysis – Existing Baseline Conditions .......................................................................... 14
Table 7 Proposed Project Trip Generation ...................................................................................................... 16
Table 8 Intersection Analysis – Construction Phase Conditions ...................................................................... 21
Table 9 Intersection Analysis – Project Opening Year Plus Cumulative (OY) Conditions ................................ 24
Table 10 Intersection Analysis – Project Opening Year Plus Cumulative Plus Project (OYP) Conditions ........ 27
Table 11 Signal Warrant Analysis – Project Opening Year Plus Cumulative Plus Project (OYP) Conditions .... 27
Table 12 Queuing Analysis – OYP Conditions ................................................................................................. 28
List of Exhibits
Exhibit 1 Project Location .................................................................................................................................. 2
Exhibit 2 Proposed Project Site Plan .................................................................................................................. 3
Exhibit 3 Proposed Study Area ........................................................................................................................... 5
Exhibit 4 Existing Lane Geometry and Intersection Controls .......................................................................... 11
Exhibit 5 Existing Transit Services .................................................................................................................... 12
Exhibit 6 Existing AM and PM Peak Hour Volumes ......................................................................................... 13
Exhibit 7 Trip Distribution at Study Intersections ............................................................................................ 18
Exhibit 8 Construction Phase AM and PM Peak Hour Volumes ...................................................................... 20
Exhibit 9 Project Opening Year Plus Cumulative AM and PM Peak Hour Volumes ......................................... 23
Exhibit 10 Project Opening Year Plus Cumulative Plus Project AM and PM Peak Hour Volumes ................... 26
Exhibit 11 Concept Alignment Plan.................................................................................................................. 29
Appendices
Appendix A Scoping Agreement and San Bernardino Roadway Classifications and Cross Sections
Appendix B Existing Traffic Counts
Appendix C Cumulative Projects
Appendix D HCM Analysis Sheets
Appendix E Signal Warrant Analysis Sheets
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1.0 EXECUTIVE SUMMARY
This focused traffic impact analysis analyzes the projected traffic operations associated with the proposed
Fontana Southridge project located at on the west side of Sierra Avenue between Under Wood Drive and
Jurupa Avenue in the City of Fontana. The purpose of this analysis is to evaluate potential circulation system
deficiencies that may result from development of the proposed project, and to recommend improvements
to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City
of Fontana via a scoping agreement (See Appendix A) and is pursuant to applicable City of Fontana and
County of San Bernardino guidelines.
The proposed project consists of 155 multi-family dwelling units. The site is currently zoned and classified as
General Commercial (G-C) in the City of Fontana General Plan Land Use. The project site is currently vacant.
The City of Fontana has a future proposed land use of Walkable Mixed-Use Urban Village (WMXU-2).
The proposed project is anticipated to be built and generating trips in 2023. A growth rate of 2% was used to
account for 2023 volumes. The proposed project is projected to generate 1,135 daily trips, 72 AM peak hour
trips, and 87 PM peak hour trips.
The following four (4) intersections in the vicinity of the project site have been included in the intersection
level of service (LOS) analysis:
1. Sierra Ave/Santa Ana Ave;
2. Sierra Ave/Under Wood Dr;
3. Sierra Ave/Jurupa Ave;
4. Sierra Ave/Sierra Crossroads Access Dr;
The study intersections are analyzed for the following study scenarios:
· Existing Baseline Conditions (Existing);
· Construction Phase (Construction);
· Opening Year plus Cumulative Projects (Existing + Ambient + Cumulative); and
· Opening Year plus Cumulative Projects Plus Project (Existing + Ambient + Cumulative + Project).
1.1 SUMMARY OF PROJECT RELATED TRANSPORTATION DEFICIENCIES
Table ES-1 summarizes the results of the intersection level of service analysis based on the City of Fontana
thresholds of significance for analyzing transportation deficiencies.
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Table ES-1
Summary of Project Related Transportation Deficiencies
Intersection Construction Phase Opening Year With
Project
1 Sierra Ave/Santa Ana Ave No Deficiency No Deficiency
2 Sierra Ave/Under Wood Dr. No Deficiency No Deficiency
3 Sierra Ave/Jurupa Ave No Deficiency No Deficiency
4 Sierra Ave/Sierra Crossroads Access Dr. No Deficiency No Deficiency
1.2 SUMMARY OF LEVEL OF SERVICE ANALYSIS RESULTS
Existing Baseline Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for
Existing baseline conditions with the exception of the following intersections.
· #3 – Sierra Ave/Jurupa Ave (AM and PM Peak Hours)
· #4 – Sierra Ave/Sierra Crossroads Access Dr. (AM and PM Peak Hours)
Construction Phase (Construction) Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for
Construction Phase conditions with the exception of the following intersections.
· #3 – Sierra Ave/Jurupa Ave (AM and PM Peak Hours)
· #4 – Sierra Ave/Sierra Crossroads Access Dr. (AM and PM Peak Hours)
Opening Year Plus Cumulative (OY) Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for
Opening Year Plus Cumulative conditions with the exception of the following intersections.
· #3 – Sierra Ave/Jurupa Ave (AM and PM Peak Hours)
· #4 – Sierra Ave/Sierra Crossroads Access Dr. (AM and PM Peak Hours)
Opening Year Plus Cumulative Plus Project (OYP) Conditions
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The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for
Opening Year Plus Cumulative Plus Project conditions.
1.2 OFF-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS
Wherever necessary, roadways adjacent to the proposed project site and site access points will be
constructed in compliance with recommended roadway classifications and respective cross-sections in the
City of Fontana General Plan or as directed by the City Engineer.
Sight distance at each project access point should be reviewed with respect to City sight distance standards
at the time of final grading, landscaping and street improvement plans.
Signing/striping should be implemented in conjunction with detailed construction plans for the project site.
Site access will be provided via one (1) full access driveway along Sierra Avenue. A second driveway, located
north of the main driveway, will be provided, but will be utilized for emergency access only. The primary
access driveway will provide 150-feet of stacking (two 75-foot lanes) between the proposed access pad and
the adjacent roadway. This meets the required stacking distance needed per City Standard No. 701 Access
Management Standard.
The proposed primary driveway will align with the Sierra Crossroads access driveway east of Sierra Avenue
and proposes the installation of a traffic signal. Peak hour traffic signal warrants are met for the “with project”
scenarios at this study intersection.
1.3 SUMMARY OF DEFICIENCIES AND RECOMMENDED IMPROVEMENTS
The determination of a deficiency at an intersection is based on the project’s contribution to the
intersection’s delay (in seconds) as defined in The City of Fontana Traffic Impact Study Guidelines (October
2020). Based on those thresholds, no off-site improvements were identified since the proposed project is
projected to result in no deficiencies at the study intersections for “with project” analysis scenarios.
1.4 SUMMARY OF VEHICLE MILES TRAVELED ANALYSIS
Consistent with the new metric of VMT for analysis of transportation impacts, this analysis follows VMT
guidelines set forth by the City of Fontana Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled
(VMT) and Level of Service Assessment (October, 21st, 2020). For land use projects, affordable or supportive
housing is to be presumed to cause a less than significant impact.
As the project falls within affordable or supportive housing, the project is presumed to have a less than
significant transportation impact per City guidelines.
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2.0 INTRODUCTION
This focused traffic impact analysis analyzes the projected traffic operations associated with the proposed
Fontana Southridge project located at on the west side of Sierra Avenue between Under Wood Drive and
Jurupa Avenue in the City of Fontana. The purpose of this study is to evaluate potential circulation system
deficiencies that may result from development of the proposed project, and to recommend improvements
to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City
of Fontana via a scoping agreement (See Appendix A) and is pursuant to applicable City of Fontana traffic
study guidelines.
2.1 PROJECT DESCRIPTION
The proposed project consists of 155 multi-family dwelling units. Site access is planned via one full-access
driveway on Sierra Crossroads Access Driveway. The site is currently zoned and classified as General
Commercial (G-C) in the City of Fontana General Plan Land Use. The project site is currently vacant. The City
of Fontana has a future proposed land use of Walkable Mixed Use Urban Village (WMXU-2).
The proposed project is anticipated to be built and generating trips in 2023. A growth rate of 2% was used to
account for 2023 volumes. The proposed project is projected to generate 1,135 daily trips, 72 AM peak hour
trips, and 87 PM peak hour trips.
Exhibit 1 shows the project site location. Exhibit 2 shows the proposed project site plan.
2.2 STUDY AREA
The following four (4) intersections in the vicinity of the project site have been included in the intersection
level of service (LOS) analysis:
1. Sierra Ave/Santa Ana Ave;
2. Sierra Ave/Under Wood Dr.;
3. Sierra Ave/Jurupa Ave;
4. Sierra Ave/Sierra Crossroads Access Dwy.
Not to Scale2Exhibit 1: Project LocationFontana Southridge Focused Traffic Impact AnalysisRCA-20-001Legend:Project Site
Not to Scale3Exhibit 2: Proposed Project Site PlanFontana Southridge Focused Traffic Impact AnalysisRCA-20-001SIERRA AVENUE
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This traffic analysis follows the City of Fontana Development Services Department Traffic Impact Study
Guidelines (March 2013).
Exhibit 3 shows the location of the study intersections which are analyzed for the following study scenarios:
· Existing Baseline Year (Existing);
· Construction Phase (Construction);
· Opening Year plus Cumulative Projects (Existing + Ambient + Cumulative); and
· Opening Year plus Cumulative Projects Plus Project (Existing + Ambient + Cumulative + Project).
Traffic operations are evaluated for the following time periods:
· Weekday AM Peak Hour occurring within 7:00 AM to 9:00 AM; and
· Weekday PM Peak Hour occurring within 4:00 PM to 6:00 PM.
2.3 ANALYSIS METHODOLOGY
2.3.1 Intersection Analysis Methodology
Level of Service (LOS) is commonly used to describe the quality of flow on roadways and at intersections
using a range of LOS from LOS A (free flow with little congestion) to LOS F (severely congested conditions).
The definitions for LOS for interruption of traffic flow differ depending on the type of traffic control (traffic
signal, unsignalized intersection with side street stops, unsignalized intersection with all-way stops). The
Highway Capacity Manual (HCM) 6 (Transportation Research Board, 2016) methodology expresses the LOS
of an intersection in terms of delay time for the intersection approaches. The HCM methodology utilizes
different procedures for different types of intersection control.
The City of Fontana traffic impact study guidelines require signalized intersection operations be analyzed
utilizing the HCM 6th Edition methodology. Intersection LOS for signalized intersections is based on the
intersections average control delay for all movements at the intersection during the peak hour. Control delay
includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay.
Not to Scale5Exhibit 3: Proposed Study AreaFontana Southridge Focused Traffic Impact AnalysisRCA-20-0011SANTA ANA AVEJURUPA AVESIERRA AVE
UNDER WOOD DR243
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Table 1 describes the general characteristics of traffic flow and accompanying delay ranges at signalized
intersections.
Table 1
HCM – LOS & Delay Ranges – Signalized Intersections
Level of
Service Description Delay
(in seconds)
A Very favorable progression; most vehicles arrive during green signal and do not
stop. Short cycle lengths. 0 – 10.00
B Good progression, short cycle lengths. More vehicles stop than for LOS A. 10.01 – 20.00
C
Fair progression; longer cycle lengths. Individual cycle failures may begin to
appear. The number of vehicles stopping is significant, though many vehicles
still pass through without stopping.
20.01 – 35.00
D
Progression less favorable, longer cycle length and high flow/capacity ratio. The
proportion of vehicles that pass through without stopping diminishes. Individual
cycle failures are obvious.
35.01 – 55.00
E
Severe congestion with some long-standing queues on critical approaches. Poor
progression, long cycle lengths and high flow/capacity ratio. Individual cycle
failures are frequent.
55.01 – 80.00
F Very poor progression, long cycle lengths and many individual cycle failures.
Arrival flow rates exceed capacity of intersection. > 80.01
Source: Transportation Research Board, Highway Capacity Manual, HCM6 Edition (Washington D.C., 2016).
Collected peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15-
minute volumes. It is a common practice in LOS analysis to conservatively use a peak 15-minute flow rate
applied to the entire hour to derive flow rates in vehicles per hour that are used in the LOS analysis. The PHF
is the relationship between the peak 15-minute flow rate and the full hourly volume. PHF = [Hourly Volume]/
[4 * Peak 15-Minute Volume]. The use of a 15-minute PHF produces a more detailed and conservative
analysis compared to analyzing vehicles per hour. Existing PHFs, obtained from the existing traffic counts
have been used for all analysis scenarios in this study.
The City of Fontana traffic study guidelines also require unsignalized intersection operations be analyzed
utilizing the HCM 6th Edition methodology. Intersection operation for unsignalized intersections is based on
the weighted average control delay expressed in seconds per vehicle.
At a two-way or side-street stop-controlled intersection, LOS is calculated for each stop-controlled minor
street movement, for the left-turn movement(s) from the major street, and for the intersection as a whole.
For approaches consisting of a single lane, the delay is calculated as the average of all movements in that
lane. For all-way stop-controlled intersection, LOS is computed for the intersection as a whole.
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Table 2 describes the general characteristics of traffic flow and accompanying delay ranges at unsignalized
intersections.
Table 2
HCM – LOS & Delay Ranges – Unsignalized Intersections
Level of
Service Description Delay
(in seconds)
A Little or no delays. 0 – 10.00
B Short traffic delays. 10.01 – 15.00
C Average traffic delays. 15.01 – 25.00
D Long traffic delays. Multiple vehicles in queue. 25.01 – 35.00
E Very long delays. Demand approaching capacity of intersection 35.01 – 50.00
F Very constrained flow with extreme delays and intersection capacity exceeded. > 50.01
Source: Transportation Research Board, Highway Capacity Manual, HCM6 Edition (Washington D.C., 2016).
This analysis utilizes Trafficware’s Vistro 2021, analysis software for all signalized and unsignalized
intersections. Vistro is a macroscopic traffic software program that is based on the signalized intersection
capacity analysis specified in Chapter 16 of the HCM. The level of service and capacity analysis performed
within Vistro takes the optimization and coordination of signalized intersections within a network into
consideration.
2.3.2 Vehicle Miles Traveled (VMT) Analysis
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research (OPR) to
identify new metrics for identifying and mitigating transportation impacts within the California
Environmental Quality Act (CEQA). For land use projects, OPR has identified Vehicle Miles Traveled (VMT) as
the new metric for transportation analysis under CEQA. The regulatory changes to the CEQA guidelines that
implement SB 743 were approved on December 28th, 2018 with an implementation date of July 1st, 2020 as
the new metric.
Consistent with the new metric of VMT for analysis of transportation impacts under CEQA, this analysis
follows the VMT guidelines set forth by the City of Fontana Traffic Impact Analysis (TIA) Guidelines for Vehicle
Miles Traveled (VMT) and Level of Service Assessment (October 21st, 2020).
2.4 PERFORMANCE CRITERIA
2.4.1 City of Fontana
The City of Fontana has established level of service “C” or better as acceptable LOS for all intersections along
the designated street and highway system in the City’s General Plan Circulation Element.
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For the purposes of analyzing transportation deficiencies, the City of Fontana identifies deficiencies through
a comparison of “without project” and “with project” traffic conditions. Determination of a deficiency at an
intersection is based on a project’s contribution to the intersection’s delay (in seconds) as defined below
Table 3. Note, thresholds for LOS A, B, and C do not apply to projects consistent with the General Plan.
Table 3
City of Fontana Thresholds of Significance
Level of Service Significant Impact Threshold
A/B 10.0 Seconds
C 8.0 Seconds
D 5.0 Seconds
E 3.0 Seconds
F 1.0 Seconds
Source: City of Fontana Traffic Impact Analysis Guidelines (October 21, 2020)
2.5 CUMULATIVE PROJECTS TRAFFIC
This analysis accounts for other reasonably foreseeable development projects which are either approved or
are currently being processed in the study area as part of a cumulative analysis scenario. A list of cumulative
projects was developed for this analysis through consultation with the City of Fontana staff. A summary of
cumulative projects land uses is shown below in Table 4.
Table 4
Cumulative Project List
Project Land Use Qty Units1
AM Peak Hour AM Peak Hour
Daily
In Out Total In Out Total
1 Fontana Foothills Commerce Center Warehouse 754.41 TSF 99 29 128 39 105 144 1,313
2 Goodman Industrial Park Fontana III
Warehouse 894.77 TSF 117 35 152 46 124 170 1,557
High-Cube Cold
Warehouse 223.69 TSF 29 9 38 11 31 42 389
Subtotal 146 44 190 57 155 212 1,946
3 Southwest Fontana Logistics Center Warehouse 1,628.94 TSF 213 64 277 83 226 309 2,834
City Park 17.45 AC 0 0 0 1 1 2 14
Subtotal 213 64 277 84 227 311 2,848
Total 458 137 595 180 487 667 6,107
1 TSF = Thousand Square Feet; AC = Acres
2 Source: City of Fontana (See Appendix C)
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3.0 EXISTING BASELINE CONDITIONS
3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS
The characteristics of the roadway system in the vicinity of the proposed project site are described in Table
5.
Table 5
Roadway Characteristics within Study Area
Roadway Classification1 Jurisdiction Direction
Existing
Travel
Lanes
Median
Type2
Speed
Limit
(mph)
On-Street
Parking
Sierra Ave Major Highway Fontana North-
South 5 RM 50 No
Santa Ana Ave Secondary
Highway Fontana East-West 4 RM 40 No
Underwood
Dr. Collector Fontana East-West 2 NM 35 Yes
Jurupa Ave Primary Highway Fontana East-West 6 RM 40 No
1: Sources: City of Fontana General Plan (March, 2017)
2: TWLTL = Two-Way Left-Turn Lane, RM= Raised Median, PM = Painted Median, NM = No Median.
Exhibit 4 show existing baseline conditions study area intersection and roadway geometry.
3.2 CITY OF FONTANA GENERAL PLAN CIRCULATION ELEMENT
The proposed project site is located within the City of Fontana. Appendix A contains the current City of
Fontana General Plan Circulation Plan and an explanation of roadway cross sections.
3.3 EXISTING TRUCK NETWORK
Within the study area Sierra Avenue, Jurupa Avenue, and Slover Avenue are considered truck routes.
3.4 EXISTING BICYCLE AND PEDESTRIAN FACILITIES
Within the study area, Jurupa Avenue has Class I bike lane, Sierra Avenue and Santa Ana Avenue Class II bike
lanes.
According to the City of Fontana General Plan Conceptual Bicycle Facilities, Class II bicycle routes are
proposed on Sierra Avenue and Santa Ana Avenue, Class I bicycle routes are proposed on Jurupa Avenue.
Appendix A contains the City of Fontana General Plan Conceptual Bicycle Facilities.
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3.5 EXISTING PUBLIC TRANSIT SERVICES
The City of Fontana is served by Omnitrans which provides transit service throughout Fontana. Exhibit 5
shows the Omnitrans routes in the vicinity of the project site.
The nearest transit route is Omnitrans Route 82 with stops at the intersections of Sierra Avenue/Santa Ana
Avenue, Sierra Avenue/Under Wood Drive, and Sierra Avenue/Jurupa Avenue.
3.6 EXISTING TRAFFIC VOLUMES
To determine the existing operation of the study intersections, AM and PM peak period traffic volumes were
estimated based on new traffic counts collected on Wednesday, October 21, 2020 and historical data from
2018. Historical data was grown by an ambient 2% growth rate to establish 2020 existing baseline conditions.
A comparison of new traffic counts and established existing baseline conditions was conducted to determine
an appropriate growth rate to account for the reduction in traffic volumes due to the COVID-19 situation.
The subsequent growth rate was applied to new traffic counts to represent existing baseline conditions for
those intersections that did not have historical data. A 0.363 average growth rate was applied to the AM Peak
Hour and a 0.124 average growth rate was applied to the PM Peak Hour. Detailed traffic count data is
provided in Appendix B.
Exhibit 6 shows existing AM and PM peak hour volumes at the study intersections.
Legend:Project Site2-Lane Divided Roadway2D3-Lane Divided Roadway3D4-Lane Divided Roadway4D6-Lane Divided Roadway6DNot to Scale11Exhibit 4: Existing Lane Geometry and Intersection ControlsFontana Southridge Focused Traffic Impact AnalysisRCA-20-0011SANTA ANA AVEJURUPA AVESIERRA AVE
UNDER WOOD
DR2436D4D4D5D5D2D5D5D4D6D4D
Not to Scale12Exhibit 5: Existing Transit ServicesFontana Southridge Focused Traffic Impact AnalysisRCA-20-001Legend:Project SiteRoute 82SANTA ANA AVEJURUPA AVESIERRA AVE
UNDER WOOD DRTransit Stop
Legend:
XX Peak Hour Volumes
Project Site
12356
7
4
8
910
1112
Not to Scale
13
Exhibit 6: Existing AM and PM Peak Hour Volumes
Fontana Southridge Focused Traffic Impact Analysis RCA-20-001
AM PEAK HOUR
PM PEAK HOUR
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3.7 EXISTING BASELINE CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS
Existing baseline conditions AM and PM peak hour intersection analysis is shown in Table 6. Calculations are
based on the existing geometrics at the study area intersections as shown in Exhibit 4. HCM analysis sheets
are provided in Appendix D.
Table 6
Intersection Analysis – Existing Baseline Conditions
Intersection Control Type Peak Hour
Existing Baseline
Conditions
Delay1 LOS
1 Sierra Ave Santa Ana Ave Signal AM 21.1 C
PM 25.6 C
2 Sierra Ave Under Wood Dr Signal AM 30.6 C
PM 15.3 B
3 Sierra Ave Jurupa Ave Signal AM 38.7 D
PM 42.0 D
4 Sierra Ave Sierra Crossroads
Access Dwy TWSC AM 39.5 E
PM 86.0 F
Note: TWSC = Two-Way Stop-Control, OWSC = One-Way Stop-Control; Delay shown in seconds per vehicle.
1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For
intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.
As shown in Table 6, the study intersections are currently operating at an acceptable LOS during the AM and
PM peak hours for existing baseline conditions except for the following intersections.
· #3- Sierra Avenue/Jurupa Avenue (LOS D AM and PM Peak Hour).
· #4- Sierra Avenue/Sierra Crossroads Access Driveway (LOS E AM and LOS F PM Peak Hour).
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4.0 PROPOSED PROJECT
4.1 PROJECT DESCRIPTION
The proposed project consists of 155 multi-family dwelling units. The site is currently zoned and classified as
General Commercial (G-C) in the City of Fontana General Plan Land Use. The project site is currently vacant.
The City of Fontana has a future proposed land use of Walkable Mixed-Use Urban Village (WMXU-2).
Exhibit 2 previously showed the proposed project site plan.
4.2 PROJECT SITE ACCESS
Site access will be provided via one (1) full access driveway along Sierra Avenue. A second driveway, located
north of the main driveway, will be provided, but will be utilized for emergency access only. The primary
access driveway will provide 150-feet of stacking (two 75-foot lanes) between the proposed access pad and
the adjacent roadway. This meets the required stacking distance needed per City Standard No. 701 Access
Management Standard.
4.3 PROJECT TRIP GENERATION
Trip generation represents the amount of traffic, both inbound and outbound, produced by a development.
Determining trip generation for a proposed project is based on projecting the amount of traffic that the
specific land uses being proposed will produce. Industry standard Institute of Transportation Engineers (ITE)
Trip Generation Manual (10th Edition, 2017) trip generation rates were used to determine trip generation of
for most of the proposed project land uses.
Table 7 summarizes the projected AM peak hour, PM peak hour and daily trip generation of the proposed
project. The proposed project is projected to generate 1,135 daily trips, 72 AM peak hour trips, and 87 PM
peak hour trips.
Fontana Southridge Focused Traffic Impact Analysis RCA-20-001 16 Table 7 Proposed Project Trip Generation Proposed Land Use1 Qty Unit2 Daily Trips (ADTs) AM Peak Hour PM Peak Hour Rate Volume Rate In:Out Split Volume Rate In:Out Split Volume In Out Total In Out Total Multi-family Housing (Low Rise) (220) 155 DU 7.32 1,135 0.46 23:77 17 55 72 0.56 63:37 55 32 87 Total 1,135 17 55 72 55 32 87 1: Rates from ITE Trip Generation (10th Edition, 2017) 2: DU = Dwelling Units
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4.4 PROJECT TRIP DISTRIBUTION
Projecting trip distribution involves the process of identifying probable destinations and traffic routes that
will be utilized by the proposed project’s traffic. The potential interaction between the proposed land use
and surrounding regional access routes are considered to identify the probable routes onto which project
traffic would distribute. The projected trip distribution for the proposed project is based on anticipated travel
patterns to and from the project site.
Exhibit 7 shows the projected trip distribution of proposed project trips.
4.5 MODAL SPLIT
The traffic reducing potential of public transit, walking and bicycling have not been considered in this analysis
since transit facilities in the study area are limited.
Not to Scale18Exhibit 7: Trip Distribution of Proposed Project TripsFontana Southridge Focused Traffic Impact AnalysisRCA-20-001124315%5%10%30%65%60%5%10%20%30%5%
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5.0 CONSTRUCTION PHASE CONDITIONS
Construction phase traffic conditions analysis is intended to identify conditions during project construction
and assumes the proposed project is not yet built.
5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the construction phase scenario are
consistent with those previously shown in Exhibit 4. It is assumed construction traffic will be limited to right-
in and right-out only at the proposed driveway.
5.2 CONSTRUCTION PHASE TRAFFIC VOLUMES
Construction phase include background traffic. Since the construction phase is expected to happen and
generating trips in 2022, the construction phase volumes include a growth rate of 2% per year, applied to
existing volumes plus the anticipated construction traffic.
2022 is the estimated start period for the construction phase, where 90,000 cubic yards of imported soil will
be delivered to the project job site, and an estimated 2,000 cubic yards of dirt will be imported daily for 10
weeks. Each truck will deliver about 28 cubic yards, which will be about 72 trucks per day. When converting
the trucks to passenger car equivalent (PCE) the Fontana guidelines state that 4 and more axle trucks are
equivalent to 3.0 PCE. 3.0 PCE x 72 trucks = 216 PCE’s/day. Construction hours of operation will be from 7:30
AM to 4:00 PM. Although work is expected to stop after 4:00 PM. In order to calculate the peak hour trips
216 PCE’s/day over a nine (9) hour work day was used which is equivalent to 24 PCE’s/ hour. The analysis will
be taking a conservative approach to anticipate trucks working through PM peak hours, so 24 peak hour trips
was used in both the AM and PM peak periods.
Construction Phase Volumes = (Existing (2020) Counts * 1.02^2) + Construction Trucks
Exhibit 8 shows construction phase AM and PM peak hour volumes at the study intersections.
5.3 CONSTRUCTION PHASE INTERSECTION LEVEL OF SERVICE ANALYSIS
Construction phase AM and PM peak hour intersection analysis is shown in Table 8. Calculations are based
on the existing geometrics at the study area intersections as shown in Exhibit 3. The truck distribution does
not impact the LOS at Intersection 4, and there is no significant increase in delay at any of the four
intersections with the addition of the 24 peak hour trips. Intersection 4 will be a driveway with right in/out
during the construction phase. HCM analysis sheets are provided in Appendix D.
Legend:
XX Peak Hour Volumes
Project Site
12356
7
4
8
910
1112
Not to Scale
20
Exhibit 8 Construction Phase AM and PM Peak Hour Volumes
Fontana Southridge Focused Traffic Impact Analysis RCA-20-001
AM PEAK HOUR
PM PEAK HOUR
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Table 8
Intersection Analysis – Construction Phase Conditions
Intersection Control Type Peak Hour Construction Conditions
Delay1 LOS
1 Sierra Ave Santa Ana Ave Signal AM 20.1 C
PM 26.5 C
2 Sierra Ave Under Wood Dr Signal AM 12.1 B
PM 15.9 B
3 Sierra Ave Jurupa Ave Signal AM 39.7 D
PM 42.8 D
4 Sierra Ave Sierra Crossroads
Access Dwy TWSC AM 47.4 E
PM 117.3 F
Note: TWSC = Two-Way Stop-Control, OWSC = One-Way Stop-Control; Delay shown in seconds per vehicle.
1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized.
As shown in Table 8, the study intersections are projected to continue to operate at an acceptable LOS during
the AM and PM peak hours for construction phase conditions except for the following intersections:
· #3- Sierra Avenue/Jurupa Avenue (LOS D AM and PM Peak Hour).
· #4- Sierra Avenue/Sierra Crossroads Access Driveway (LOS E AM and LOS F PM Peak Hour)
- Southbound left is the worst turning movement and causes an unacceptable LOS
Construction phase calculations are based on the existing lane geometry of the study area. Intersection 4 has
an existing failing LOS for both the AM and PM peak hours. The cause for the failing LOS is the southbound
left turn movement into the shopping center driveway shown in Appendix D. The truck distribution does not
impact the LOS as intersection 4 will provide a driveway into the proposed project which will only allow right
in/out during the construction phase.
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6.0 PROJECT OPENING YEAR PLUS CUMULATIVE CONDITIONS (OY)
Project opening year plus cumulative (OY) traffic conditions analysis is intended identify baseline conditions
in the near-term with cumulative projects and without the proposed project.
6.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the project opening year plus
cumulative scenario are consistent with those previously shown in Exhibit 4 with the exception of the
proposed driveway which is proposed as a signalized intersection.
6.2 PROJECT OPENING YEAR PLUS CUMULATIVE TRAFFIC VOLUMES
Project opening year plus cumulative volumes include background traffic plus the addition of traffic projected
to be generated by nearby cumulative projects. Since the proposed project is expected to be built and
generating trips in 2023, project opening year plus cumulative volumes include a growth rate of 2% per year,
applied to existing volumes cumulative projects are also added to account for nearby projects.
Project Opening Year Plus Cumulative Volumes = (Project Opening Year Volumes * 1.02^3) + Cumulative
Traffic
Exhibit 9 shows project opening year plus cumulative AM and PM peak hour volumes at the study
intersections.
6.3 PROJECT OPENING YEAR PLUS CUMULATIVE INTERSECTION LEVEL OF SERVICE ANALYSIS
Project opening year plus cumulative conditions AM and PM peak hour intersection analysis is shown in Table
9. HCM analysis sheets are provided in Appendix D.
6.4 CUMULATIVE PROJECTS TRAFFIC
This analysis accounts for other reasonably foreseeable development projects which are either approved or
are currently being processed in the study area as part of a cumulative analysis scenario. A list of cumulative
projects was developed for this analysis through consultation with the City of Fontana staff.
Legend:
XX Peak Hour Volumes
Project Site
12356
7
4
8
910
1112
Not to Scale
23
Exhibit 9: Project Opening Year Plus Cumulative AM and PM Peak Hour Volumes
Fontana Southridge Focused Traffic Impact Analysis RCA-20-001
AM PEAK HOUR
PM PEAK HOUR
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Table 9
Intersection Analysis – Project Opening Year Plus Cumulative (OY) Conditions
Intersection Control Type Peak Hour OY Conditions
Delay1 LOS
1 Sierra Ave Santa Ave Signal AM 22.1 C
PM 29.7 C
2 Sierra Ave Under Wood Dr Signal AM 12.1 B
PM 16.1 B
3 Sierra Ave Jurupa Ave Signal AM 40.1 D
PM 43.6 D
4 Sierra Ave Sierra Crossroads
Access Dwy OWSC AM 52.8 F
PM 135.4 F
Note: AWSC = All- Way Stop-Control, OWSC = One-Way Stop Control, Delay shown in seconds per vehicle.
1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For
intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.
As shown in Table 9, the study intersections are projected to continue to operate at an acceptable LOS during
the AM and PM peak hours for project opening year plus cumulative conditions with the exception of the
following intersections:
· #3- Sierra Avenue/Jurupa Avenue (LOS D AM and PM Peak Hour).
· #4- Sierra Avenue/Sierra Crossroads Access Driveway (LOS E AM and LOS F PM Peak Hour).
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7.0 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT CONDITIONS
Project opening year plus cumulative plus project (OYP) conditions analysis is intended to identify the project-
related impacts on both the existing and planned near-term circulation system.
7.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the project opening year plus
cumulative plus project scenario are consistent with those previously shown in Exhibit 4, with the exception
of project driveway and other facilities assumed to be constructed by the proposed project to provide site
access.
7.2 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT TRAFFIC VOLUMES
Project opening year plus cumulative plus project volumes include background traffic plus the addition of
traffic projected to be generated by nearby cumulative projects and the addition the traffic projected to be
generated by the proposed project. Since the proposed project is expected to be built and generating trips
in 2023, project opening year plus cumulative plus project volumes include a growth rate of 2% per year for
three years, applied to existing volumes. To account for cumulative projects, volumes were grown by an
additional 2% and project volumes were added.
Project Opening Year Plus Cumulative Plus Project Volumes =
(Existing (2020) Counts * 1.02^3) + Cumulative Project Volume + Project Volume
Exhibit 10 shows project opening year plus cumulative plus project AM and PM peak hour volumes at the
study intersections.
7.3 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT INTERSECTION LEVEL OF SERVICE
ANALYSIS
Project opening year plus cumulative plus project conditions AM and PM peak hour intersection analysis is
shown in Table 10. HCM analysis sheets are provided in Appendix D.
Legend:
XX Peak Hour Volumes
Project Site
12356
7
4
8
910
1112
Not to Scale
26
Exhibit 10:
Project Opening Year Plus Cumulative Plus Project AM and PM Peak Hour Volumes
Fontana Southridge Focused Traffic Impact Analysis RCA-20-001
AM PEAK HOUR
PM PEAK HOUR
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Table 10
Intersection Analysis – Project Opening Year Plus Cumulative Plus Project (OYP) Conditions
Intersection Control Type Peak Hour
OY
Conditions
OYP
Conditions Change Impact?
Delay1 LOS Delay1 LOS
1 Sierra Ave Santa Ana Ave Signal AM 22.1 C 22.8 C 0.70 No
PM 29.7 C 39.9 C 0.20 No
2 Sierra Ave Under Wood Dr Signal AM 12.1 B 12.2 B 0.10 No
PM 16.1 B 16.2 B 0.10 No
3 Sierra Ave Jurupa Ave Signal AM 40.1 D 40.1 D 0.00 No
PM 43.6 D 44.0 D 0.40 No
4 Sierra Ave Sierra Crossroads
Access Drwy Signal AM 52.8 F 12.5 B (40.30) No
PM 135.4 F 15.0 B (120.40) No
Note: AWSC = All- Way Stop-Control, OWSC = One-Way Stop Control, Signal = Improvement, Delay shown in seconds per vehicle.
1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For
intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.
As shown in Table 10, the study intersections are projected to continue to operate at an acceptable LOS
during the AM and PM peak hours for project opening year plus cumulative plus project conditions.
7.4 PROJECT OPENING YEAR PLUS CUMULATIVE PLUS PROJECT SIGNAL WARRANT ANALYSIS
Traffic signal warrants for Project opening year plus cumulative plus project conditions have been prepared
based on peak-hour intersection volumes at the project site access location. The purpose of this analysis is
to ensure the need for a signal that the project is proposing. Table 11 summarizes the results of the signal
warrant analysis. Detailed warrant analysis sheets are contained in Appendix E.
Table 11
Signal Warrant Analysis – Project Opening Year Plus Cumulative Plus Project (OYP) Conditions
Intersection
Peak Hour Signal Warrant Met?
AM Peak Hour PM Peak Hour
4 Sierra Ave Sierra Crossroads
Access Drwy Yes Yes
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8.0 PROJECT ACCESS AND CONCEPT ALIGNMENT
8.1 PROJECT ACCESS
Site access will be provided via one (1) full access driveway along Sierra Avenue. A second driveway, located
north of the main driveway, will be provided, but will be utilized for emergency access only. The primary
access driveway will provide 150-feet of stacking (two 75-foot lanes) between the proposed access pad and
the adjacent roadway. This meets the required stacking distance needed per City Standard No. 701 Access
Management Standard.
8.2 CONCEPT ALIGNMENT
The proposed primary driveway will align with the Sierra Crossroads access driveway east of Sierra Avenue
and proposes the installation of a traffic signal. Peak hour traffic signal warrants are met for the “with project”
scenarios at this study intersection.
As shown in Exhibit 11, the concept alignment depicts the proposed project driveway and Sierra Avenue.
Sierra Avenue is a 5-lane divided roadway and will have a traffic signal installed.
8.3 QUEUING ANALYSIS
A queuing analysis was conducted for OYP conditions to determine 95th percentile queues. Table 12 shows
95th percentile queue length for movements at intersection 4. As shown, the design storage lengths can
adequately accommodate 95th percentile queues. Queuing analysis sheets are in Appendix D.
Table 12
Queuing Analysis – OYP Conditions
Intersection Movement Storage Length
(ft)
95th Percentile Queue Length (ft)
AM Peak Hour PM Peak Hour
#4 - Sierra Avenue/Crossroads Access
Driveway
NBL 120 7 17
SBL 205 120 184
EB Approach 150 34 22
WB Approach 165 75 153
Not to Scale29Exhibit 11: Concept Alignment PlanFontana Southridge Focused Traffic Impact AnalysisRCA-20-001
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9.0 VEHICLE MILES TRAVELED (VMT) ANALYSIS
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research (OPR) to
identify new metrics for identifying and mitigating transportation impacts within the California
Environmental Quality Act (CEQA). For land use projects, OPR has identified Vehicle Miles Traveled (VMT) as
the new metric for transportation analysis under CEQA. The regulatory changes to the CEQA guidelines that
implement SB 743 were approved on December 28th, 2018 with an implementation date of July 1st, 2020 as
the new metric.
9.1 VEHICLE MILES TRAVELED (VMT) ANALYSIS
Consistent with the new metric of VMT for analysis of transportation impacts, this analysis follows VMT
guidelines set forth by the City of Fontana Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled
(VMT) and Level of Service Assessment (October, 21st, 2020). For land use projects, affordable or supportive
housing is to be presumed to cause a less than significant impact.
As the project falls within affordable or supportive housing, the project is presumed to have a less than
significant transportation impact per City guidelines.
APPENDIX A
SCOPING AGREEMENT AND FONTANA ROADWAY CLASSIFICATIONS AND CROSS SECTIONS
6 Venture, Suite 225 | Irvine, California 92618 | t: (949) 878‐3509
www.tjwengineering.com
October 14, 2020
Mr. Stan Smith
RELATED CALIFORNIA
18201 Von Karman Ave.
Suite 900
Irvine, CA 92612
SUBJECT: Fontana Southridge Focused Traffic Impact Analysis Scoping Agreement, City of
Fontana
Dear Mr. Smith,
TJW Engineering, Inc. (TJW) will be preparing a focused traffic impact analysis (TIA) for the proposed multi‐
family residential project located on the west side of Sierra Avenue between Under Wood Drive and Jurupa
Avenue in the City of Fontana. The proposed project includes 155 multi family dwelling units in its full capacity.
However, the project will be built in phases. For this traffic analysis, the project will be analyzed as full built‐
out, with all 155 units occupied.
Site access will be provided via one (1) full access driveway along Sierra Avenue. A second driveway, located
north of the main driveway, will be provided, but will utilized for emergency access only. The proposed site plan
has been attached to this letter. The following scope of work has been prepared based on the City of Fontana
Traffic Impact Study Guidelines. The Traffic Impact Study Scope form is also attached for reference.
SCOPE OF WORK
Trip Generation and Distribution Assumptions
Trip generation for the proposed project will be developed using rates from the Institute of
Transportation Engineers (ITE) Trip Generation Manual (10th Edition). The trip generation rates and
anticipated trip generation for the project are attached. The project is anticipated to generate 1,135
daily trips, 72 AM peak hour trips, and 88 PM peak hour trips.
Proposed Land Use1 Qty Unit2
Daily Trips (ADTs) AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume Rate In:Out
Split
Volume
In Out Total In Out Total
Multi‐family Housing (Low Rise) (220) 155 DU 7.32 1,135 0.46 23:77 17 55 72 0.56 63:37 55 32 87
Total 1,135 17 55 72 55 32 87
1: Rates from ITE Trip Generation (10th
Edition, 2017)
2: DU = Dwelling Units
Mr. Smith
Fontana Southridge TIA Scoping Agreement
October 14, 2020
Page 2
TJW Engineering, Inc.
RCA20001 Fontana Southridge TIA Scoping Agreement 10142020
Trip Distribution Assumptions
Project trip distributions will be based on the surrounding regional access routes to identify probable
routes onto which project traffic would distribute. The anticipated travel patterns to and from the
project site are shown in the attached exhibit.
Study Area
The study area shall generally include intersections in which the proposed project may create a
significant impact. As such, TJW proposes to include the following intersections and roadway
segment:
Study Intersections
1. Sierra Ave / Santa Ana Ave
2. Sierra Ave / Underwood Dr
3. Sierra Ave / Jurupa Ave
4. Sierra Ave / Sierra Crossroads Primary Access Driveway
Analysis Methodology and Scenarios
The analysis of traffic and level of service will be provided for the following scenarios and will include
an assessment of traffic mitigation measures if any are required.
1. Existing No Project Conditions
2. Existing with Project Conditions
3. Opening Year (2023) No Project Conditions
4. Opening Year (2023) with Project Conditions
These scenarios were chosen since the proposed project is anticipated to generate between 50 and
100 two‐way peak hour trips per the City’s TIA Guidelines.
The TIA will analyze study intersections during the AM and PM peak hours. Intersection level of
service (LOS) will be calculated using the Highway Capacity Manual 6 (HCM 6) analysis methodologies
using Synchro software.
Volume Development
Traffic volumes for existing year traffic conditions will be based on existing AM and PM peak hour
traffic counts for the study intersections identified above. New traffic counts will be conducted
between the hours of 7 AM and 9 AM for the AM peak hour and between the hours of 4 PM and 6
PM for the PM peak hour and avoiding any school/roadway closure periods.
Mr. Smith
Fontana Southridge TIA Scoping Agreement
October 14, 2020
Page 3
TJW Engineering, Inc.
RCA20001 Fontana Southridge TIA Scoping Agreement 10142020
Opening Year 2023 traffic volumes will be developed by applying an annual growth rate of two (2)
percent per year to the established existing year 2020 traffic counts (discussed above).
Project Impact Assessment and Mitigation Measures
Intersection LOS without the project will be compared to the intersection LOS with the project for
each of the analysis scenarios to determine potential traffic/infrastructure deficiencies.
Determination of traffic/infrastructure deficiencies will be made based on the City’s general plan
threshold standards (LOS C). If the level of service analysis shows that the project causes a deficiency
at a study facility, feasible improvements will be recommended. As applicable, the project’s fair share
will be estimated as part of the mitigation section (fair share is 100% for direct impacts).
Signal Warrant Analysis
The project proposes to construct and align its driveway with the Sierra Crossroad Shopping Center’s
primary access driveway. As part of this alignment, the project is also proposing the construction of
a signal light.
A peak hour signal warrant analysis will be conducted for this location to support the need to
construct a signal light. The traffic signal warrant analysis will be based on the California Manual on
Uniform Traffic Control Devices (CA MUTCD) signal warrant analysis methodology for peak hour.
Traffic counts will be conducted at this location. Proposed project traffic will be added to these
volumes and used to conduct the peak hour signal warrant analysis.
Since the existing Sierra Crossroads Driveway, the east approach or the intersection, prohibits left
turns out of the driveway, TJW would calculate the anticipated number of left turn movements that
would utilize this new traffic signal. Left turn volumes would be calculated based on ITE trip
generation rates for the shopping center. These volumes would be needed to determine signal
warrants for the intersection.
Gated Entry Stacking Review
Per the City Standard No. 701, Access Management Standard, the needed stacking distance needed
between the access pad and the adjacent roadway is 150‐feet. This is based on the 155 dwelling
units anticipated for the project. If this distance cannot be achieved, TJW would analyze the gate
operations and anticipated arrival and throughput rates for the entry. TJW would rely on the
Crommelin Methodology to determine the stacking length adequacy.
The Crommelin Methodology is a queuing analysis methodology used to determine the storage
required for vehicles at entryways to gated communities, based on Entrance‐Exit Design and Control
for Major Parking Facilities (Robert W. Crommelin, October 5, 1972). While the Crommelin
Mr. Smith
Fontana Southridge TIA Scoping Agreement
October 14, 2020
Page 4
TJW Engineering, Inc.
RCA20001 Fontana Southridge TIA Scoping Agreement 10142020
Methodology was developed many years ago, it is still in use by agencies around the county as it is
one of the only methodologies that attempts to quantify queuing at gated communities. The
Crommelin Methodology determines the minimum storage length required to provide adequate
access and control at gated entry points to ensure minimal impacts on the surrounding street
network. The methodology is based on worst case peak hour volumes, the processing rate at the
control point and the number of travel lanes. The determination of the reservoir length required to
serve peak hour volumes is based on a Poisson distribution.
TJW would summarize the findings and recommendations in the focused traffic study.
Concept Alignment Plan
TJW would prepare a concept alignment plan showing how the proposed driveway would align
with the existing Sierra Crossroads driveway to the east on Sierra Avenue. The plan would be drawn
to scale using AutoCAD and would be designed to meet City of Fontana standards.
If you have any questions regarding this scope of work or project, please feel free to contact me at
David@tjwengineering.com or at (949) 878‐3509.
Sincerely,
David Chew, PTP
Transportation Planning Manager
TJW Engineering, Inc.
Not to ScaleRCA-20-001 Fontana Southridge Traffic Impact AnalysisProject SiteLegend:Study IntersectionExhibit 1: Trip Distribution and Study IntersectionsTrip DistributionXX%10%30%65%60%30%5%10%20%5%5%15%UNDER WOOD DRJURUPA AVESANTA ANA AVESIERRA AVESIERRACROSSROADS1234
FONTANA SOUTHRIDGE
PRE-CONCEPT DESIGN REVIEW AUG 19, 2020
167 DU - L1 PLAN
1/64” = 1’-0”
167 DU - L2 PLAN
1/64” = 1’-0”
FONTANA SOUTHRIDGE
PRE-CONCEPT DESIGN REVIEW AUG 19, 2020
9.8 Fontana General Plan
• Health data for Fontana indicate that both adults and
youth have lower rates of physical activity compared with
county and state averages.
D. Hierarchy of Streets in Fontana
A roadway functional classification or Hierarchy of
Streetes (See Exhibit 9.2 Hierarchy of Streets) has
been established for the City of Fontana. When planning for new de-
velopment, redevelopment and City initiated Capital improvements
Projects, roadway design must consider space for all users. Histor-
ically streets in Fontana, like most cities, were designed according
to capacity and Level of Service for automobiles with little consid-
eration for the complete streets principles. Moving forward Fontana
will use a Multimodal Level of Service as a measurement in the rat-
ing of the performance of streets. Balancing transit, bicycle, and pe-
destrians with level of service. Street Hierarchy will dictate the num-
ber or travel lanes while improvements for bicycle, pedestrian and
public transit connectivity. Where in the past land use would dictate
transportation systems, now moving Fontana Forward, transporta-
tion systems will serve land use choices.
Additional right-of-way dedication beyond the approved typical
travel lane requirements may be required in order to accommodate
turn lanes, center medians, intersection improvements and com-
plete street improvements. The roadway hierarchy of streets are
briefly described in the following paragraphs.
Major Highways:
Major highways will have up to 6 lanes in most situations. Where
Major Highways cross Freeways it may be necessary to increase
capacity to 8 lanes. These streets typically have raised medians or
two-way left turn lanes. These facilities can carry high volumes of
traffic. The majority of the Major Highway network in the City has
already been improved. Sidewalks and bike lanes should be added
whenever possible and bus bays should be installed as turnouts.
New development should incorporate Complete Street components
as outline in the Active Transportation.
Primary and Secondary Highways:
These roadways will have up to 4 travel lanes. Primary Highways
typically connect Major Highways and often have raised medians or
two way left turn lanes. Secondary Highways also have up to 4 lanes
of travel and are typically used to carry traffic along the perimeters
of large developments. Because traffic volumes are not as high as
compared to Major Highways, these wide roads are ideal for Com-
plete Street concepts.
Passengers board
a midday Metrolink
train at Fontana
Station.
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
9.16 Fontana General Plan
Collector Streets:
These roadways can accomodate 2 or 4 lanes of traffic. They are
typically used to take traffic from neighborhoods to Primary and
Secondary Roads. Collector Roads are also used in industrial areas
to funnel trucks from their point of services to the Truck Route Net-
work. Whether connecting residents to Primary Roads or trucks to
Truck Routes, collector streets are ideal candidates for Complete
Street concepts. Where possible, physical buffers such as land-
scaped parkways or solid dividers should be used to seperate vehic-
ular traffic from bicycles and pedestrians.
Local Streets:
These are 2 lane roads in large part serving residential neighbor-
hoods. In addition to Complete Street concepts, traffic calming
measures should be incorporated whenever possible. Local streets
should consider automobile parking curb adjacent with bike lanes
striped along the road side of the parking area.
CHALLENGES
• Reducing traffic congestion.
• Providing more transportation choice for trips within Fontana.
• Creating safe, comfortable and convenient alternatives to driving.
• Reducing the commuting burden for Fontana residents.
• Improving transit service, coverage, reliability, convenience, and comfort.
• Reducing traffic congestion.
E. What the Community Said
Public opinion survey
Respondents who expressed that they were very satisfied or somewhat satisfied
with the following public services:
• Maintain local streets and roads—77.7%
• Manage traffic flow in the city—74.3%
Respondents ranked the following potential future priorities as high or medium
priorities:
• Improve the maintenance of city streets and infrastructure—90.8%
• Make it easier and safer to walk to local destinations—86.7%
• Improve traffic conditions in the city—83.6%
• Improve local public transit services—79.6%
• Create a network of safe bike routes connecting all parts of the city—74.2%
(Text continues on page 9.16.)
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
9.10 Fontana General Plan
[0 5,000 10,0002,500
Feet
Roadway Functional ClassificationsMarch, 2017
Data Source: City of Fontana, 2017 Scale 1:75,000
City of Rancho
Cucamonga
City of Rialto
Bloomington
City of OntarioRiverside County
§¨¦
·|}þ
§¨¦SIERRA AVSLOVER AV
VALLEY BLVD
ARROW BLVD
CITRUS AVJURUPA AV
FOOTHILL BLVD
BASELINE AV
ETIWANDA AVSANTA ANA AV
MERRILL AV
MILLER AV
RANDALL AVCHERRY AVJUNIPER AVMANGO AVALDER AVLOCUST AVWALNUT AV
HIGHLAND AV
BEECH AVPALMETTO AVSAN BERNARDINO AV
WHITRAM AV
SUMMIT AV
ELM AVCYPRESS AVMARLAY AV KNOX AVTOKAY AVFONTANA AVBANANA AVMULBERRY AVLIVE OAK AVEAST AVCATAWBA AVHEMLOCK AVSIERRA LAKES PKWY
POPLAR AVTAMARIND AVMAGNOLIA AVOLEANDER AVREDWOOD AVALMERIA AVILEX AVSULTANA AVORANGE WY
CURTIS AV
VICTORIA AV
ALMOND AVPHILADELPHIA AV CALABASH AVARMSTRONG RDLIME AVRIV
E
R
S
I
D
E
A
V
WASHINGTON DR AUGUSTA DRLIBERTY PKWY
DUNCAN CANYON RD
SAN SEVAINE RDVOLANTE DRHILTON DR LYTLE CREEK RDBRIDLEPATH DRCOYOTE CANYO
N RD
VILLAGE
D
R ROADRUNNER RDBUSINESS DRFRONTAGE RD
BAR
H
A
R
B
O
R
R
D
COMMERCE WYPRODUCTION AVVALENCIA AV
CASMALIA ST
ALISO DR
VIA LARGARILEY DRPLUMARIA DRJASMINE AVSHADOW DR ORLANDO DRPOPLAR AVBEECH AVPOPLAR AVBEECH AVJURUPA AVCITRUS AVREDWOOD AVBASELINE AV SIERRA
AVELM AVHEMLOCK AVHEMLOCK AVALMOND AVREDWOOD AVMANGO AVCYPRESS AVHEMLOCK AVBANANA AVMULBERRY AVJUNIPER AVSIERRA AVCHERRY AVCALABASH AVLIVE OAK AVOLEANDER AVCYPRESS AVELM AVCHERRY AVCITRUS AVLIVE OAK A
V ALDER AVLOCUST AVJURUPA AVLIVE OAK AVOLEANDER AVBEECH AV
BEECH AVCATAWBA AVSAN BERNARDINO AV
BANANA AVTAMARIND AVALMOND AV10
15
210
Legend
Roadway Functional Class
To be determined
8 lane major Highway
Major Highway
Modified Major Highway
Primary Highway
Modified Primary Highway
Secondary Highway
Modified Secondary Highway
Industrial Collector
Modified Industrial Collector
Collector Street
Modified Collector Street
Fontana Sphere of Influence
Roadway Functional Classifications
March, 2017
Data source: City of Fontana, 2017
EXHIBIT 9.2 HIERARCHY OF STREETS IN FONTANA
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
Chapter 9 Community Mobility and Circulation 9.11
Æb
!"a$
A³
!"`$
22
82 SIERRACHERRYALDERVALLEY
ARROW
SLOVER
JURUPA
FOOTHILL
BASELINEETIWANDA
MERRILL
SAN BERNARDINO
HIGHLAND
SUMMIT
BEECHRIV
E
R
S
I
D
E
BANYAN
MULBERRYLYTLE CREEKRENAISSANCE
CITRUSWILSON COYOTE CANYONRIALTO
FOURTH
AIRPORT
DUNCAN CANYON
ALDERWILSON
BEECHBEECHLYTLE CREEK1019
15
67
66
61
29
20
[0 5,000 10,0002,500
Feet
Mobility Map
October, 2015
Data Source: City of Fontana, Metrolink, Omnitrans, SANBAG
Legend
Æb Fontana Metrolink Station
Metrolink Passenger Rail
úûü Park and Ride Lots
Omnitrans Routes (Various)
Omnitrans Bus Stops
Bike Network
Existing Class I
Existing Class II
Existing Class III
Sidewalks
Sidewalks
Scale 1:75,000
City of RanchoCucamonga
City of Rialto
Bloomington
City of OntarioRiverside County
South Fontana Transfer Center
Mobility
October, 2015
Data source: City of Fontana, Metrolink,
Omintrans, SANBAG
EXHIBIT 9.3 MOBILITY
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
9.12 Fontana General Plan
§¨¦
·|}þ
§¨¦10
15
210
SIERRACHERRYALDERVALLEY
ARROW
SLOVER
JURUPA
FOOTHILL
BASELINEETIWANDA
MERRILL
SAN BERNARDINO
HIGHLAND
SUMMIT
BEECHRIV
E
R
S
I
D
E
BANYAN
MULBERRYLYTLE CREEKRENAISSANCE
CITRUSWILSON COYOTE CANYON
RIALTO
FOURTH
AIRPORT
DUNCAN CANYON
ALDERWILSON
BEECHBEECHLYTLE CREEK[0 5,000 10,0002,500
Feet
Sidewalk Connectivity
March, 2017
Data Source: City of Fontana, 2015
Legend
Fontana Sphere of Influence
Sidewalks
Scale 1:75,000
City of RanchoCucamonga
City of Rialto
Bloomington
City of OntarioRiverside County
Sidewalk ConnectivityMarch, 2017Data source: City of Fontana, 2015
EXHIBIT 9.4 SIDEWALK CONNECTIVITY IN FONTANA
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
9.14 Fontana General Plan SIERRACHERRYALDERVALLEY
ARROW
SLOVER
JURUPA
FOOTHILL
BASELINEETIWANDA
MERRILL
SAN BERNARDINO
HIGHLAND
SUMMIT
BEECHRIV
E
R
S
I
D
E
BANYAN
MULBERRYLYTLE CREEKRENAISSANCE
CITRUSWILSON
RIALTOCOYOTE CANYONFOURTH
DUNCAN CANYON
ALDERWILSON
BEECHBEECHLYTLE CREEK[0 5,000 10,0002,500
Feet
Bicycle Facilities
September, 2015
Data Source: City of Fontana, 2015 SANBAG NMTP, 2014
Legend
Existing Class I
Existing Class II
Existing Class III
Proposed Class I
Proposed Class II
Proposed Class III
Fontana Sphere of Influence
Scale 1:75,000
City of RanchoCucamonga
City of Rialto
Bloomington
City of OntarioRiverside County
Bicycle FacilitiesMarch, 2017Data sources: City of Fontana, 2015;
SANBAG NMTP, 2014
EXHIBIT 9.6 BICYCLE FACILITIES IN FONTANA
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
Chapter 9 Community Mobility and Circulation 9.15
§¨¦
·|}þ
§¨¦10
15
210
SIERRACHERRYALDERVALLEY
ARROW
SLOVER
JURUPA
FOOTHILL
BASELINEETIWANDA
MERRILL
SAN BERNARDINO
HIGHLAND
SUMMIT
BEECHRIV
E
R
S
I
D
E
BANYAN
MULBERRYLYTLE CREEKRENAISSANCE
CITRUSWILSON
RIALTOCOYOTE CANYON
FOURTH
DUNCAN CANYON
ALDERWILSON
BEECHBEECHLYTLE CREEK[0 5,000 10,0002,500
Feet
Truck NetworkMarch, 2017
Data Source: City of Fontana, 2014
Legend
Truck Routes
Fontana Sphere of Influence
Scale 1:75,000
City of Rancho
Cucamonga
City of Rialto
Bloomington
City of OntarioRiverside County
Truck Network
March, 2017
Data source: City of Fontana, 2014
EXHIBIT 9.7 TRUCK ROUTES
Approved and Adopted by City Council November 13, 2018 City Council Resolution 2018-096 City Council Resolution 2018-097
APPENDIX B
EXISTING TRAFFIC COUNTS
DATE:LOCATION:PROJECT #:SCWed, Oct 21, 20 NORTH & SOUTH:LOCATION #:1 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:2 3 1 2 3 0 1 2 1 1 2 1 0 0 0 0
7:00 AM 17 138 3 8 94 20 11 9 4 3 12 11 330 6 2 0 0 87:15 AM 18 166 3 14 106 14 17 3 1 3 11 14 370 4 6 0 0 107:30 AM 26 248 5 9 121 10 22 4 5 6 11 15 482 6 1 0 0 77:45 AM 17 245 11 8 129 10 15 14 12 9 9 19 498 3 1 0 0 48:00 AM 27 183 4 7 111 12 15 14 6 11 15 10 415 8 2 0 0 108:15 AM 28 212 6 10 111 17 19 7 8 6 14 16 454 7 1 0 0 88:30 AM 24 209 6 5 117 17 17 20 7 8 15 13 458 10 1 0 0 118:45 AM 30 167 17 11 115 20 23 15 14 10 11 8 441 15 3 0 0 18VOLUMES187 1,568 55 72 904 120 139 86 57 56 98 106 3,448 59 17 0 0 76APPROACH %10%87%3%7%82%11%49%30%20%22%38%41%APP/DEPART 1,810 /1,830 1,096 /1,076 282 /196 260 /346 0 BEGIN PEAK HRVOLUMES 98 888 26 34 472 49 71 39 31 32 49 60 1,849 APPROACH %10%88%3%6%85%9%50%28%22%23%35%43%PEAK HR FACTOR 0.907 0.944 0.860 0.953 0.928 APP/DEPART 1,012 /1,024 555 /559 141 /94 141 /172 0 4:00 PM 41 280 2 26 227 24 43 28 23 11 29 17 751 14 0 1 0 154:15 PM 31 289 10 15 248 20 40 28 25 9 26 14 755 9 1 0 0 104:30 PM 30 274 5 20 246 19 36 26 26 33 28 24 767 7 0 0 0 74:45 PM 37 290 11 25 208 19 29 35 29 18 20 19 740 9 1 0 1 11
5:00 PM 39 291 5 21 227 21 34 25 30 19 20 20 752 13 0 0 0 135:15 PM 36 284 14 26 277 25 38 27 23 16 25 15 806 13 1 0 0 14
5:30 PM 38 274 9 27 263 15 32 26 18 24 25 23 774 15 1 0 0 165:45 PM 35 240 10 32 248 30 41 23 23 10 23 20 735 15 2 0 0 17
VOLUMES 287 2,222 66 192 1,944 173 293 218 197 140 196 152 6,080 95 6 1 1 103APPROACH %11%86%3%8%84%7%41%31%28%29%40%31%APP/DEPART 2,575 /2,672 2,309 /2,375 708 /471 488 /562 0 BEGIN PEAK HRVOLUMES 150 1,139 39 99 975 80 133 113 100 77 90 77 3,072 APPROACH %11%86%3%9%84%7%38%33%29%32%37%32%PEAK HR FACTOR 0.982 0.880 0.930 0.847 0.953 APP/DEPART 1,328 /1,352 1,154 /1,201 346 /249 244 /270 0
Sierra
NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana
SOUTH SIDE
Sierra
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BICYCLE CROSSINGS
AMPMAM7:30 AM
PM4:45 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
FontanaSierra
Santa Ana
U-TURNS
Sierra Sierra Santa Ana Santa Ana
Add U-Turns to Left Turns
DATE:LOCATION:PROJECT #:SCWed, Oct 21, 20 NORTH & SOUTH:LOCATION #:2 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:X 3 1 1 2 X X X X 1 X 1 0 0 0 0
7:00 AM 0 141 2 4 104 0 0 0 0 8 0 17 276 0 0 0 0 07:15 AM 0 159 4 9 97 0 0 0 0 7 0 28 304 0 0 0 0 07:30 AM 0 244 2 14 121 0 0 0 0 11 0 35 427 0 0 0 0 07:45 AM 0 244 2 15 132 0 0 0 0 6 0 29 428 0 0 0 0 08:00 AM 0 192 2 17 114 0 0 0 0 7 0 20 352 0 2 0 0 28:15 AM 0 210 2 27 101 0 0 0 0 9 0 35 384 0 1 0 0 18:30 AM 0 207 4 19 111 0 0 0 0 11 0 30 382 0 2 0 0 28:45 AM 0 204 8 22 122 0 0 0 0 5 0 17 378 0 3 0 0 3VOLUMES0 1,601 26 127 902 0 0 0 0 64 0 211 2,939 0 8 0 0 8APPROACH %0%98%2%12%87%0%0%0%0%23%0%77%APP/DEPART 1,627 /1,820 1,037 /966 0 /153 275 /0 0 BEGIN PEAK HRVOLUMES 0 890 8 73 468 0 0 0 0 33 0 119 1,594 APPROACH %0%99%1%13%86%0%0%0%0%22%0%78%PEAK HR FACTOR 0.913 0.925 0.000 0.826 0.931 APP/DEPART 898 /1,012 544 /501 0 /81 152 /0 0 4:00 PM 0 284 9 39 226 0 0 0 0 6 0 38 602 0 1 0 0 14:15 PM 0 297 6 50 228 0 0 0 0 10 0 31 622 0 2 0 0 24:30 PM 0 276 5 51 246 0 0 0 0 9 0 31 618 0 2 0 0 24:45 PM 0 308 16 42 209 0 0 0 0 15 0 29 619 1 1 0 0 2
5:00 PM 0 295 12 43 232 0 0 0 0 8 0 38 628 0 2 0 0 25:15 PM 0 288 14 58 254 0 0 0 0 10 0 44 668 0 2 0 0 2
5:30 PM 0 271 15 56 257 0 0 0 0 17 0 48 664 0 2 0 0 25:45 PM 0 259 11 52 234 0 0 0 0 17 0 30 603 0 1 0 0 1
VOLUMES 0 2,278 88 391 1,886 0 0 0 0 92 0 289 5,038 1 13 0 0 14APPROACH %0%96%4%17%82%0%0%0%0%24%0%76%APP/DEPART 2,367 /2,580 2,290 /1,979 0 /479 381 /0 0 BEGIN PEAK HRVOLUMES 0 1,162 57 199 952 0 0 0 0 50 0 159 2,587 APPROACH %0%95%5%17%82%0%0%0%0%24%0%76%PEAK HR FACTOR 0.938 0.919 0.000 0.804 0.965 APP/DEPART 1,220 /1,328 1,158 /1,003 0 /256 209 /0 0
Sierra
NORTH SIDE
Under Wood WEST SIDE EAST SIDE Under Wood
SOUTH SIDE
Sierra
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BICYCLE CROSSINGS
AMPMAM7:30 AM
PM4:45 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
FontanaSierra
Under Wood
U-TURNS
Sierra Sierra Under Wood Under Wood
Add U-Turns to Left Turns
DATE:LOCATION:PROJECT #:SCWed, Oct 21, 20 NORTH & SOUTH:LOCATION #:3 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:2 2 1 2 2 1 2 2 1 2 2 1 0 0 0 0
7:00 AM 51 108 5 5 73 27 29 8 44 29 31 10 420 0 1 0 0 17:15 AM 66 124 7 9 52 17 39 6 36 19 31 16 422 0 4 0 0 47:30 AM 60 177 8 4 82 27 43 9 59 23 29 21 542 1 0 0 0 17:45 AM 67 186 7 8 81 28 56 15 45 27 32 13 565 0 1 0 0 18:00 AM 43 139 7 9 54 18 44 13 36 21 30 16 430 0 1 0 0 18:15 AM 30 158 12 4 58 15 41 17 31 21 25 9 421 0 1 0 0 18:30 AM 35 169 3 9 69 21 49 10 48 28 39 10 490 0 1 0 0 18:45 AM 33 137 14 3 66 21 50 15 34 14 23 15 425 0 1 0 0 1VOLUMES385 1,198 63 51 535 174 351 93 333 182 240 110 3,715 1 10 0 0 11APPROACH %23%73%4%7%70%23%45%12%43%34%45%21%APP/DEPART 1,646 /1,669 760 /1,051 777 /197 532 /798 0 BEGIN PEAK HRVOLUMES 236 626 29 30 269 90 182 43 176 90 122 66 1,959 APPROACH %26%70%3%8%69%23%45%11%44%32%44%24%PEAK HR FACTOR 0.857 0.831 0.864 0.952 0.867 APP/DEPART 891 /880 389 /536 401 /96 278 /447 0 4:00 PM 50 191 23 13 110 48 81 43 56 27 32 16 690 0 2 0 0 24:15 PM 53 210 24 14 119 42 84 37 49 34 56 12 734 0 1 0 0 14:30 PM 42 185 19 15 124 43 91 41 77 31 62 19 749 0 1 0 0 14:45 PM 65 209 23 17 122 46 108 61 64 40 56 16 827 0 1 0 0 1
5:00 PM 50 179 25 23 118 49 77 59 76 39 59 22 776 0 3 0 0 35:15 PM 57 212 26 30 121 49 76 54 72 35 59 13 804 0 4 0 0 4
5:30 PM 66 188 30 34 124 62 95 49 72 41 62 18 841 0 2 0 0 25:45 PM 88 180 28 18 132 63 86 41 53 32 51 19 791 0 3 0 0 3
VOLUMES 471 1,554 198 164 970 402 698 385 519 279 437 135 6,212 0 17 0 0 17APPROACH %21%70%9%11%63%26%44%24%32%33%51%16%APP/DEPART 2,223 /2,404 1,536 /1,768 1,602 /730 851 /1,310 0 BEGIN PEAK HRVOLUMES 238 788 104 104 485 206 356 223 284 155 236 69 3,248 APPROACH %21%70%9%13%61%26%41%26%33%34%51%15%PEAK HR FACTOR 0.951 0.903 0.926 0.950 0.966 APP/DEPART 1,130 /1,223 795 /924 863 /421 460 /680 0
Sierra
NORTH SIDE
Jurupa WEST SIDE EAST SIDE Jurupa
SOUTH SIDE
Sierra
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U-TURNS
Sierra Sierra Jurupa Jurupa
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
FontanaSierra
Jurupa
BICYCLE CROSSINGS
AMPMAM7:15 AM
PM4:45 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
DATE:LOCATION:PROJECT #:SCWed, Oct 21, 20 NORTH & SOUTH:LOCATION #:4 EAST & WEST:CONTROL:STOP W
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:X 3 0 1 2 X X X X X X 1 0 0 0 0
7:00 AM 0 140 5 14 98 0 0 0 0 0 0 9 266 0 0 0 0 07:15 AM 0 155 5 18 86 0 0 0 0 0 0 12 276 0 0 0 0 07:30 AM 0 220 6 16 116 0 0 0 0 0 0 22 380 0 0 0 0 07:45 AM 0 237 6 28 110 0 0 0 0 0 0 18 399 0 0 0 0 08:00 AM 0 174 9 36 85 0 0 0 0 0 0 11 315 0 0 0 0 08:15 AM 0 193 5 34 76 0 0 0 0 0 0 22 330 0 0 0 0 08:30 AM 0 209 16 23 97 0 0 0 0 0 0 12 357 0 1 0 0 18:45 AM 0 166 13 35 90 0 0 0 0 0 0 22 326 0 1 0 0 1VOLUMES0 1,494 65 204 758 0 0 0 0 0 0 128 2,651 0 2 0 0 2APPROACH %0%96%4%21%79%0%0%0%0%0%0%100%APP/DEPART 1,559 /1,624 964 /758 0 /269 128 /0 0 BEGIN PEAK HRVOLUMES 0 824 26 114 387 0 0 0 0 0 0 73 1,424 APPROACH %0%97%3%23%77%0%0%0%0%0%0%100%PEAK HR FACTOR 0.874 0.908 0.000 0.830 0.892 APP/DEPART 850 /897 501 /387 0 /140 73 /0 0 4:00 PM 0 261 16 57 174 0 0 0 0 0 0 23 531 0 1 0 0 14:15 PM 0 260 21 59 176 0 0 0 0 0 0 32 548 0 3 0 1 44:30 PM 0 256 23 57 193 0 0 0 0 0 0 29 558 0 5 0 0 54:45 PM 0 295 35 42 180 0 0 0 0 0 0 38 590 0 2 0 0 2
5:00 PM 0 256 12 44 194 0 0 0 0 0 0 29 535 0 2 0 0 25:15 PM 0 267 16 69 193 0 0 0 0 0 0 20 565 0 2 0 0 2
5:30 PM 0 270 23 41 228 0 0 0 0 0 0 26 588 0 3 0 0 35:45 PM 0 238 16 47 203 0 0 0 0 0 0 17 521 0 0 0 0 0
VOLUMES 0 2,103 162 416 1,541 0 0 0 0 0 0 214 4,455 0 18 0 1 19APPROACH %0%93%7%21%78%0%0%0%0%0%0%100%APP/DEPART 2,265 /2,335 1,975 /1,541 0 /579 215 /0 0 BEGIN PEAK HRVOLUMES 0 1,088 86 196 795 0 0 0 0 0 0 113 2,287 APPROACH %0%93%7%20%80%0%0%0%0%0%0%100%PEAK HR FACTOR 0.889 0.919 0.000 0.743 0.966 APP/DEPART 1,174 /1,210 1,000 /795 0 /282 113 /0 0
Sierra
NORTH SIDE
Sierra Crossroads Access Dwy WEST SIDE EAST SIDE Sierra Crossroads Access Dwy
SOUTH SIDE
Sierra
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U-TURNS
Sierra Sierra Sierra Crossroads Access Dwy Sierra Crossroads Access Dwy
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
FontanaSierra
Sierra Crossroads Access Dwy
BICYCLE CROSSINGS
AMPMAM7:30 AM
PM4:45 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
DATE:LOCATION:Fontana PROJECT #:SC
10/21/20 NORTH & SOUTH:Sierra LOCATION #:1 WEDNESDAY EAST & WEST:Santa Ana CONTROL:SIGNAL
NOTES:AM ▲PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:2 3 1 2 3 0 1 2 1 1 2 1
7:00 AM 40 219 20 7 138 20 17 20 14 14 31 25 563 0
7:15 AM 34 231 9 19 170 31 22 28 23 9 37 40 652 0
7:30 AM 29 273 10 11 165 34 32 22 30 11 24 29 666 0
7:45 AM 23 262 13 25 190 28 22 20 14 8 21 26 649 0
8:00 AM 34 275 8 23 153 22 23 13 16 17 11 26 619 0
8:15 AM 38 274 14 24 151 22 36 13 16 12 21 25 644 0
8:30 AM 26 242 17 18 174 14 26 9 15 13 14 20 586 0 8:45 AM 18 197 8 12 147 16 25 14 9 7 23 12 486 0
VOLUMES 240 1,971 97 137 1,285 185 202 138 137 89 181 201 4,862 0 0 0 0 0
APPROACH %10%85%4%9%80%12%42%29%29%19%38%43%
APP/DEPART 2,308 /2,374 1,607 /1,510 477 /372 471 /606 0
BEGIN PEAK HR
VOLUMES 119 1,040 39 77 677 115 98 83 83 44 92 120 2,585
APPROACH %10%87%3%9%78%13%37%31%31%17%36%47%
PEAK HR FACTOR 0.945 0.895 0.789 0.747 0.971
APP/DEPART 1,197 /1,258 869 /804 264 /198 256 /325 0
4:00 PM 46 368 9 28 278 23 28 30 29 13 34 16 899 0
4:15 PM 28 297 8 29 257 25 39 20 25 21 27 10 784 0
4:30 PM 50 367 15 31 264 17 29 23 28 19 27 25 893 0
4:45 PM 53 328 14 29 263 21 31 27 21 19 30 20 852 0
5:00 PM 38 320 11 26 261 21 36 27 22 15 41 20 836 0
5:15 PM 48 353 11 23 296 20 25 26 18 16 31 19 884 0
5:30 PM 35 327 9 30 303 28 21 30 23 20 34 16 873 0
5:45 PM 36 311 12 29 240 30 32 23 25 12 34 26 807 0
VOLUMES 332 2,670 87 224 2,160 183 240 204 189 133 256 149 6,826 0 0 0 0 0
APPROACH %11%86%3%9%84%7%38%32%30%25%48%28%
APP/DEPART 3,089 /3,058 2,567 /2,482 633 /515 538 /771 0
BEGIN PEAK HR
VOLUMES 188 1,368 51 108 1,083 78 120 102 88 68 129 83 3,464
APPROACH %12%85%3%9%85%6%39%33%28%24%46%30%
PEAK HR FACTOR 0.930 0.938 0.917 0.925 0.970
APP/DEPART 1,606 /1,571 1,269 /1,239 310 /261 280 /395 0
Sierra
NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana
SOUTH SIDE
Sierra
U-TURNS
Sierra Sierra Santa Ana Santa Ana
AM7:15 AM
PM4:30 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
DATE:LOCATION:Fontana PROJECT #:SC
10/21/20 NORTH & SOUTH:Sierra LOCATION #:2 WEDNESDAY EAST & WEST:Under Wood CONTROL:SIGNAL
NOTES:AM ▲PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:X 3 1 1 2 X X X X 1 X 1
7:00 AM 0 229 5 13 138 0 0 0 0 12 0 50 447 0
7:15 AM 0 234 7 32 183 0 0 0 0 12 0 46 513 0
7:30 AM 0 261 6 30 166 0 0 0 0 9 0 41 513 0
7:45 AM 0 257 4 23 179 0 0 0 0 7 0 41 511 0
8:00 AM 0 258 7 36 150 0 0 0 0 14 0 61 526 0
8:15 AM 0 259 10 26 149 0 0 0 0 23 0 64 530 0
8:30 AM 0 249 7 24 174 0 0 0 0 14 0 39 506 0 8:45 AM 1 207 9 22 140 0 0 0 0 12 0 16 406 0
VOLUMES 1 1,953 55 205 1,278 0 0 0 0 103 0 357 3,949 0 0 0 0 0
APPROACH %0%97%3%14%86%0%0%0%0%22%0%78%
APP/DEPART 2,008 /2,309 1,482 /1,380 0 /259 459 /1 0
BEGIN PEAK HR
VOLUMES 0 1,035 27 115 644 0 0 0 0 53 0 207 2,079
APPROACH %0%97%3%15%85%0%0%0%0%20%0%80%
PEAK HR FACTOR 0.987 0.938 0.000 0.749 0.981
APP/DEPART 1,062 /1,241 758 /696 0 /142 259 /0 0
4:00 PM 0 354 17 64 242 0 0 0 0 11 0 52 740 0
4:15 PM 1 304 9 66 238 0 0 0 0 9 0 36 662 0
4:30 PM 0 364 10 57 224 0 0 0 0 13 0 25 692 0
4:45 PM 0 365 10 63 247 0 0 0 0 7 0 36 728 0
5:00 PM 1 369 12 39 270 0 0 0 0 14 0 28 732 0
5:15 PM 0 368 10 54 238 0 0 0 0 12 0 43 723 0
5:30 PM 0 323 10 79 253 0 0 0 0 13 0 38 716 0
5:45 PM 1 346 13 65 244 0 0 0 0 11 0 26 705 0
VOLUMES 3 2,792 91 485 1,954 0 0 0 0 89 0 283 5,695 0 0 0 0 0
APPROACH %0%97%3%20%80%0%0%0%0%24%0%76%
APP/DEPART 2,885 /3,075 2,438 /2,043 0 /575 372 /3 0
BEGIN PEAK HR
VOLUMES 1 1,424 42 235 1,007 0 0 0 0 46 0 145 2,898
APPROACH %0%97%3%19%81%0%0%0%0%24%0%76%
PEAK HR FACTOR 0.961 0.935 0.000 0.872 0.990
APP/DEPART 1,466 /1,568 1,242 /1,053 0 /276 190 /1 0
Sierra
NORTH SIDE
Under Wood WEST SIDE EAST SIDE Under Wood
SOUTH SIDE
Sierra
U-TURNS
Sierra Sierra Under Wood Under Wood
AM7:30 AM
PM4:45 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
DATE:LOCATION:Fontana PROJECT #:SC
10/21/20 NORTH & SOUTH:Sierra LOCATION #:3 WEDNESDAY EAST & WEST:Jurupa CONTROL:SIGNAL
NOTES:AM ▲PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:2 2 1 2 2 1 2 2 1 2 2 1
7:00 AM 65 156 12 5 87 31 54 68 51 30 59 23 640 0
7:15 AM 50 149 11 13 113 36 66 57 71 42 86 24 715 0
7:30 AM 55 175 15 8 97 39 73 58 50 28 68 30 693 0
7:45 AM 73 182 19 7 117 41 56 69 48 27 72 20 729 0
8:00 AM 58 204 8 7 102 28 56 52 42 29 67 10 661 0
8:15 AM 53 169 7 11 87 41 55 25 36 33 48 17 581 0
8:30 AM 42 185 2 11 98 49 73 18 38 26 38 16 595 0 8:45 AM 50 137 13 11 67 27 73 30 42 14 46 23 531 0
VOLUMES 445 1,356 87 73 767 290 504 376 377 227 483 163 5,143 0 0 0 0 0
APPROACH %24%72%5%6%68%26%40%30%30%26%55%19%
APP/DEPART 1,887 /2,022 1,129 /1,370 1,256 /535 872 /1,218 0
BEGIN PEAK HR
VOLUMES 236 710 53 35 428 144 250 236 210 125 292 84 2,798
APPROACH %24%71%5%6%71%24%36%34%30%25%58%17%
PEAK HR FACTOR 0.912 0.923 0.902 0.828 0.959
APP/DEPART 998 /1,043 606 /762 695 /323 500 /671 0
4:00 PM 78 184 25 19 130 43 119 56 80 44 72 18 864 0
4:15 PM 73 214 30 10 120 56 103 71 68 37 63 14 859 0
4:30 PM 62 220 27 17 117 52 99 73 94 35 64 20 878 0
4:45 PM 69 230 18 23 133 43 100 67 67 34 61 17 860 0
5:00 PM 71 254 23 23 154 50 114 79 73 27 72 14 953 0
5:15 PM 82 243 34 19 137 30 112 70 68 43 85 16 937 0
5:30 PM 73 215 23 17 145 54 120 73 42 28 73 16 877 0
5:45 PM 71 212 40 20 117 49 102 61 54 29 87 25 865 0
VOLUMES 577 1,769 220 148 1,051 376 867 548 545 277 576 139 7,090 0 0 0 0 0
APPROACH %22%69%9%9%67%24%44%28%28%28%58%14%
APP/DEPART 2,566 /2,774 1,575 /1,873 1,959 /915 991 /1,529 0
BEGIN PEAK HR
VOLUMES 296 923 120 79 553 183 447 282 236 127 317 71 3,631
APPROACH %22%69%9%10%68%22%46%29%24%25%62%14%
PEAK HR FACTOR 0.934 0.896 0.910 0.899 0.953
APP/DEPART 1,338 /1,440 814 /916 965 /480 514 /795 0
Sierra
NORTH SIDE
Jurupa WEST SIDE EAST SIDE Jurupa
SOUTH SIDE
Sierra
U-TURNS
Sierra Sierra Jurupa Jurupa
AM7:15 AM
PM5:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
APPENDIX C
CUMULATIVE PROJECTS
Table 4‐3
Page 1 of 3
TAZ Land Use
1 Industrial 910.119 TSF
2 Industrial 21.726 TSF
3 Hotel 122 RMS
4 Body Shop 0.79 AC
5 Industrial 569.200 TSF
6 Residential Condo 139 DU
7 Residential Condo 20 DU
8 General Industrial 618.536 TSF
9 Residential Condo 52 DU
Freeway Industrial Commercial (Central)
Warehousing 761.067 TSF
Office 147.786 TSF
Office Park 152.213 TSF
Commercial Retail 456.640 TSF
Freeway Industrial Commercial (East)
Warehousing 886.410 TSF
Office 172.125 TSF
Office Park 177.282 TSF
Commercial Retail 531.846 TSF
Freeway Industrial Commercial (North)
Warehousing 335.885 TSF
Office 65.223 TSF
10 Southwest Industrial Park (SWIP)1 Office Park 67.177 TSF
Commercial Retail 201.531 TSF
Freeway Industrial Commercial (West)
Warehousing 747.959 TSF
Office 145.241 TSF
Office Park 149.592 TSF
Commercial Retail 448.776 TSF
Jurupa North Research & Development (West)
Light Industrial 1344.901 TSF
Office 478.407 TSF
Office Park 847.485 TSF
Research & Development 677.988 TSF
Jurupa North Research & Development (Central)
Light Industrial 964.045 TSF
Office 342.930 TSF
Office Park 607.490 TSF
Research & Development 485.992 TSF
PDEV13‐012
PDEV13‐007
PDEV13‐008
PDEV13‐019
PDEV13‐014
Cumulative Development Land Use Summary
Project Quantity 2
PDEV14‐007
PDEV14‐010
PCUP13‐034
PCUP13‐028
Table 4‐3
Page 2 of 3
TAZ Land Use
Cumulative Development Land Use Summary
Project Quantity 2
Jurupa North Research & Development (East)
Light Industrial 917.459 TSF
Office 326.358 TSF
Office Park 578.134 TSF
Research & Development 462.506 TSF
Jurupa South Industrial
Light Industrial 70.985 TSF
Warehousing 1799.899 TSF
Slover Central Manufacturing/Industrial
Manufacturing 1113.002 TSF
Warehousing 2597.004 TSF
10 Southwest Industrial Park (SWIP)1 Slover East Industrial
Light Industrial 719.464 TSF
Warehousing 1006.149 TSF
Office Park 503.074 TSF
Slover West Industrial
Light Industrial 1384.886 TSF
Warehousing 3518.167 TSF
Speedway Industrial
Light Industrial 930.121 TSF
Warehousing 762.191 TSF
Office Park 13.264 TSF
SWIP Residential Trucking (1,3 and 4)
Single Family Detached Residential 84 DU
Office 47.000 TSF
Retail 44.500 TSF
Fast Food w/ Drive‐Thru 8.658 TSF
12 ASP 16‐018 Retail w/ Gas Station 18.800 TSF
Warehousing 1,628.936 TSF
City Park 17.45 AC
Free‐Standing Discount Superstore 200.000 TSF
Specialty Retail Center 9.490 TSF
Fast Food w/o Drive‐Thru 9.490 TSF
15 Shopping Center 140.894 TSF
Industrial 30000.000 TSF
Commercial Retail 1130.000 TSF
Multi‐Family 800 DU
Hotel 600 RMS
17 Industrial 109.197 TSF
High‐Cube Warehouse / Distribution Center 477.500 TSF
Manufacturing 44.500 TSF
High‐Cube Warehouse / Distribution Center 360.000 TSF
General Light Industrial 41.436 TSF
High‐Cube Warehouse / Distribution Center 3,183.100 TSF
Warehousing 290.590 TSF
19 First Redwood Logistics
20 West Valley Logistics Center
18 Pacific Freeway Center
Country Village Shopping Center
16 PM 19612
PDEV16‐001
14 Walmart Shopping Center
11 Citrus Center
13 Southwest Fontana Logistics Center Project
Table 4‐3
Page 3 of 3
TAZ Land Use
Cumulative Development Land Use Summary
Project Quantity 2
High‐Cube Warehouse (Cold Storage) 38.558 TSF
Warehousing 154.232 TSF
22 Church 19.508 TSF
23 Avalon Court (Tentative Tract 33649) SFDR 24 DU
SFDR 97 DU
Condo/Townhomes 118 DU
25 Highland Park SFDR 398 DU
26 Tentative Tract Map 33373 (KR Land) SFDR 97 DU
27 Palm Communities Apartment 49 DU
SFDR 579 DU
Condo/Townhomes 290 DU
Apartment 346 DU
Active Park 22.2 AC
School (K‐8) 600 STU
29 Flabob‐River Springs Charter School 7th‐12th Grade School 200 STU
30 Inland Empire Cold Storage Cold Storage Facility 40.800 TSF
31 Country Village Shopping Center Shopping Center 140.894 TSF
High Turnover Sit‐down Restaurant 4.750 TSF
Fast Food w/ Drive‐thru 2.860 TSF
Gas station w/ foot mart and car wash 16 VFP
33 Pedley Crossing Shopping Center Shopping Center 255.978 TSF
Shopping Center 21.600 TSF
High Turnover Sit‐down Restaurant 3.000 TSF
Gas/Service Station w/ Food and Car Wash 20 VFP
35 Rubidoux Commercial Development LLC General Light Industrial 306.894 TSF
36 99‐Cent Only Store Free Standing Discount Store 18.012 TSF
37 Monarch at the Quarry (Armada Armstrong) SFDR 86 DU
38 Stone Avenue (Tentative Tract 36702) SFDR 17 DU
39 Karaki‐Western States Gas/Service Station w/ Food and Car Wash 7.246 TSF
40 Boureston Medical Clinic Medical Clinic 40.000 TSF
Apartments 68 DU
Commercial Retail 31.375 TSF
High‐Cube Warehouse 4277.000 TSF
General Light Industrial 150.000 TSF
Commercial Retail 25.000 TSF
43 Philadelphia Subdivision (Tentative Tract 37214) SFDR 44 DU
44 Galena Business Park Bldg. General Light Industrial 47.500 TSF
Warehousing 894.768 TSF
High‐Cube Cold Storage Warehouse 223.692 TSF
1
2 TSF = Thousand Square Feet; RMS = Rooms; AC = Acres; DU = Dwelling Units
32 Market Street Commercial
34 Mission Pyrite Plaza
41 Northtown Housing Development Group
42 Agua Mansa Commerce Park Specific Plan
45 Goodman Industrial Park Fontana III
Source: Southwest Industrial Park (SWIP) Project TIA, RBF Consulting, September 29, 2011.
St. Mary's Catholic Church
24 Emerald Ridge South
28 New Rio Vista Specific Plan 243
21 Gateway Logistics Center
APPENDIX D
HCM ANALYSIS SHEETS
Intersection Analysis Summary
11/24/2020Report File: C:\...\E AM_v2.pdf
Scenario 1 Existing AMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
E36.00.611SB LeftHCM 6th
EditionTwo-way stopSierra Avenue / Sierra
Crossroads Access Driveway4
D38.30.564SB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
C29.90.479SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C20.90.449WB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.449Volume to Capacity (v/c):
CLevel Of Service:
20.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
100855246661117274164391320147Total Analysis Volume [veh/h]
25211312162818185161033037Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.9260Peak Hour Factor
93794843611036768659361222136Total 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
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
93794843611036768659361222136Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0491604613038903910Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
132.0348.9977.5851.0635.57152.57120.58115.0840.0413.88200.2398.2295th-Percentile Queue Length [ft/ln]
5.281.963.102.041.426.104.824.601.600.568.013.9395th-Percentile Queue Length [veh/ln]
73.3527.2243.1028.3719.7684.7666.9963.9422.247.71113.0454.5650th-Percentile Queue Length [ft/ln]
2.931.091.721.130.793.392.682.560.890.314.522.1850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDEAADABELane Group LOS
57.1947.2170.0443.3842.4161.689.909.5754.897.3810.3861.72d, Delay for Lane Group [s/veh]
0.750.290.780.240.150.830.270.270.510.040.440.84X, 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]
8.360.5217.730.630.1611.940.640.323.110.080.4810.20d2, 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
48.8246.6852.3242.7542.2549.739.269.2551.797.299.9051.52d1, Uniform Delay [s]
13329767193433134102220371269322986175c, Capacity [veh/h]
145432561629145432561629163432563163145446583163s, saturation flow rate [veh/h]
0.070.030.030.030.020.070.170.170.020.030.280.05(v / s)_i Volume / Saturation Flow Rate
0.090.090.040.130.130.080.630.630.040.640.640.05g / C, Green / Cycle
10104151596969471716g_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]
110110110110110110110110110110110110C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]61.72 10.38 7.38 54.89 9.66 9.90 61.68 42.41 43.38 70.04 47.21 57.19
Movement LOS E B A D A A E D D E D E
d_A, Approach Delay [s/veh]15.31 12.98 52.20 56.43
Approach LOS B B D E
d_I, Intersection Delay [s/veh]20.91
Intersection LOS C
Intersection V/C 0.449
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]46.37 46.37 46.37 46.37
I_p,int, Pedestrian LOS Score for Intersection 3.284 3.226 2.578 2.552
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]636 618 764 818
d_b, Bicycle Delay [s]25.57 26.25 21.02 19.20
I_b,int, Bicycle LOS Score for Intersection 2.388 2.042 1.744 1.755
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.479Volume to Capacity (v/c):
CLevel Of Service:
29.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
17647716111121317Total Analysis Volume [veh/h]
4412179283329Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93100.93100.93100.93100.93100.9310Peak Hour Factor
16444667103111226Total Hourly Volume [veh/h]
000000Right Turn on Red 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
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
16444667103111226Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
042889079Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
258.9462.2874.60358.443.48167.7795th-Percentile Queue Length [ft/ln]
10.362.492.9814.340.146.7195th-Percentile Queue Length [veh/ln]
156.3934.6041.45204.651.9393.2150th-Percentile Queue Length [ft/ln]
6.261.381.668.190.083.7350th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
EDAFAALane Group LOS
66.5750.183.57407.684.776.90d, Delay for Lane Group [s/veh]
0.880.210.271.740.010.39X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
11.630.460.26345.280.020.33d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
54.9449.723.3162.404.756.57d1, Uniform Delay [s]
20022426076410623403c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.120.030.220.070.010.28(v / s)_i Volume / Saturation Flow Rate
0.140.140.800.040.730.73g / C, Green / Cycle
181810459595g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
130130130130130130C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]6.90 4.77 407.68 3.57 50.18 66.57
Movement LOS A A F A D E
d_A, Approach Delay [s/veh]6.88 57.81 63.12
Approach LOS A E E
d_I, Intersection Delay [s/veh]29.86
Intersection LOS C
Intersection V/C 0.479
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.100 2.248
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1154 1292 585
d_b, Bicycle Delay [s]11.63 8.14 32.55
I_b,int, Bicycle LOS Score for Intersection 2.291 2.242 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.564Volume to Capacity (v/c):
DLevel Of Service:
38.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
101189138278652951654295147990388Total Analysis Volume [veh/h]
25473570167441107131224797Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.8740Peak Hour Factor
88165121243572581443754541865339Total 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
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
88165121243572581443754541865339Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0452304119044905722Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
135.40123.12105.53366.4537.91216.75135.24174.4038.5926.58331.76265.9795th-Percentile Queue Length [ft/ln]
5.424.924.2214.661.528.675.416.981.541.0613.2710.6495th-Percentile Queue Length [veh/ln]
75.2268.4058.63239.5421.06125.0575.1396.8921.4414.76212.29161.7050th-Percentile Queue Length [ft/ln]
3.012.742.359.580.845.003.013.880.860.598.496.4750th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBBELane Group LOS
50.4449.0165.2061.0641.5763.4421.3521.4165.2312.2917.9862.08d, Delay for Lane Group [s/veh]
0.430.360.720.920.100.860.240.280.490.060.530.90X, 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]
1.260.425.1610.770.066.420.830.463.460.131.086.85d2, 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
49.1948.5960.0450.3041.5157.0220.5220.9561.7712.1616.9155.23d1, Uniform Delay [s]
23452419030468034268515341058351871432c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.070.060.040.190.020.090.110.130.020.030.300.12(v / s)_i Volume / Saturation Flow Rate
0.160.160.060.210.210.110.470.470.030.580.580.14g / C, Green / Cycle
2121827271461614757518g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]62.08 17.98 12.29 65.23 21.41 21.35 63.44 41.57 61.06 65.20 49.01 50.44
Movement LOS E B B E C C E D E E D D
d_A, Approach Delay [s/veh]29.80 24.86 60.17 54.57
Approach LOS C C E D
d_I, Intersection Delay [s/veh]38.34
Intersection LOS D
Intersection V/C 0.564
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.140 3.157 2.869 2.723
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]815 615 569 631
d_b, Bicycle Delay [s]22.80 31.15 33.27 30.47
I_b,int, Bicycle LOS Score for Intersection 2.735 2.092 2.086 1.913
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.611Volume to Capacity (v/c):
ELevel Of Service:
36.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00165.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
1130627172401270Total Analysis Volume [veh/h]
2801574310317Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89001.00000.89000.89000.89000.8900Peak Hour Factor
1010558153361130Total 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
0.002.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1010558153361130Base Volume Input [veh/h]
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Volumes
11/24/202017
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
EIntersection LOS
3.79d_I, Intersection Delay [s/veh]
CAAApproach LOS
19.857.740.00d_A, Approach Delay [s/veh]
33.640.000.0092.680.000.0095th-Percentile Queue Length [ft/ln]
1.350.000.003.710.000.0095th-Percentile Queue Length [veh/ln]
CAEAAMovement LOS
19.850.000.0035.980.000.00d_M, Delay for Movement [s/veh]
0.320.000.010.610.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
11/24/202018
Scenario 1: 1 Existing AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\E PM_v2.pdf
Scenario 2 Existing PMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
F86.00.939SB LeftHCM 6th
EditionTwo-way stopSierra Avenue / Sierra
Crossroads Access Driveway4
D42.00.634EB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B15.30.595SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C25.60.522EB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.522Volume to Capacity (v/c):
CLevel Of Service:
25.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
106117971221451681001182118511393184Total Analysis Volume [veh/h]
26292431364225296301334846Total 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
10111293117139161961130113491332176Total 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
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
10111293117139161961130113491332176Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0451504616038904011Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
140.5068.00133.61148.0880.70232.31235.04226.7279.0421.06238.48126.4395th-Percentile Queue Length [ft/ln]
5.622.725.345.923.239.299.409.073.160.849.545.0695th-Percentile Queue Length [veh/ln]
78.0637.7874.2382.2744.83136.51138.53132.3843.9111.70141.0870.2450th-Percentile Queue Length [ft/ln]
3.121.512.973.291.795.465.545.301.760.475.642.8150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDEBBEABELane Group LOS
57.5547.6061.9149.1544.0968.5314.2613.5261.919.0612.9264.78d, Delay for Lane Group [s/veh]
0.770.380.800.650.340.940.450.450.810.060.490.90X, 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]
8.850.7811.723.660.4819.871.500.769.900.130.6213.61d2, 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
48.7046.8350.1945.4843.6148.6612.7712.7752.018.9312.3051.17d1, Uniform Delay [s]
13730712118942317996319091468782815204c, Capacity [veh/h]
145432561629145432561629164332563163145446583163s, saturation flow rate [veh/h]
0.070.040.060.080.040.100.260.260.040.040.300.06(v / s)_i Volume / Saturation Flow Rate
0.090.090.070.130.130.110.590.590.050.610.610.06g / C, Green / Cycle
101081414126565567677g_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]
110110110110110110110110110110110110C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]64.78 12.92 9.06 61.91 13.73 14.26 68.53 44.09 49.15 61.91 47.60 57.55
Movement LOS E B A E B B E D D E D E
d_A, Approach Delay [s/veh]18.66 17.83 54.95 55.23
Approach LOS B B D E
d_I, Intersection Delay [s/veh]25.62
Intersection LOS C
Intersection V/C 0.522
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]46.37 46.37 46.37 46.37
I_p,int, Pedestrian LOS Score for Intersection 3.407 3.360 2.645 2.601
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]655 618 764 745
d_b, Bicycle Delay [s]24.89 26.25 21.02 21.64
I_b,int, Bicycle LOS Score for Intersection 2.455 2.330 1.918 1.824
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.595Volume to Capacity (v/c):
BLevel Of Service:
15.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
190631152236691426Total Analysis Volume [veh/h]
47162885917357Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95900.95900.95900.95900.95900.9590Peak Hour Factor
182601105226661368Total Hourly Volume [veh/h]
000000Right Turn on Red 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
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
182601105226661368Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0424824024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
197.1654.67103.36228.4826.90230.8095th-Percentile Queue Length [ft/ln]
7.892.194.139.141.089.2395th-Percentile Queue Length [veh/ln]
110.8330.3757.42133.6814.95135.3950th-Percentile Queue Length [ft/ln]
4.431.212.305.350.605.4250th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADBBLane Group LOS
44.8133.854.8345.0810.0414.39d, Delay for Lane Group [s/veh]
0.840.250.470.870.090.56X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.930.500.648.480.220.91d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
36.8833.354.1836.609.8213.48d1, Uniform Delay [s]
22725424582717912535c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.130.040.350.140.050.31(v / s)_i Volume / Saturation Flow Rate
0.160.160.760.170.540.54g / C, Green / Cycle
141468154949g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]14.39 10.04 45.08 4.83 33.85 44.81
Movement LOS B B D A C D
d_A, Approach Delay [s/veh]14.19 11.67 42.08
Approach LOS B B D
d_I, Intersection Delay [s/veh]15.32
Intersection LOS B
Intersection V/C 0.595
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.268 2.291
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]444 978 844
d_b, Bicycle Delay [s]27.22 11.76 15.02
I_b,int, Bicycle LOS Score for Intersection 2.382 2.705 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.634Volume to Capacity (v/c):
DLevel Of Service:
42.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
83277180342266444262576126123950290Total Analysis Volume [veh/h]
216945866611166144313123873Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96400.96400.96400.96400.96400.96400.96400.96400.96400.96400.96400.9640Peak Hour Factor
80267174330256428253555121119916280Total 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
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
80267174330256428253555121119916280Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04513055230441105118Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
106.54181.51139.83440.74154.63311.56234.36245.0495.9791.35378.83211.8095th-Percentile Queue Length [ft/ln]
4.267.265.5917.636.1912.469.379.803.843.6515.158.4795th-Percentile Queue Length [veh/ln]
59.19100.8477.68298.9685.90196.59138.02145.9753.3250.75249.35121.4450th-Percentile Queue Length [ft/ln]
2.374.033.1111.963.447.865.525.842.132.039.974.8650th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBCELane Group LOS
47.1948.5166.7860.9539.4666.9626.2725.1066.3918.4724.7863.81d, Delay for Lane Group [s/veh]
0.320.480.810.920.320.960.400.400.730.170.590.86X, 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]
0.700.607.1413.820.2211.871.880.825.860.511.576.63d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.170.110.110.500.500.110.500.500.11k, delay calibration
46.4947.9159.6447.1239.2455.1024.3924.2960.5317.9623.2157.18d1, Uniform Delay [s]
26058222137183246364714501727231619336c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.060.090.060.240.080.140.180.180.040.080.290.09(v / s)_i Volume / Saturation Flow Rate
0.180.180.070.260.260.150.450.450.050.500.500.11g / C, Green / Cycle
2323933331958587656514g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]63.81 24.78 18.47 66.39 25.10 26.27 66.96 39.46 60.95 66.78 48.51 47.19
Movement LOS E C B E C C E D E E D D
d_A, Approach Delay [s/veh]32.51 30.82 58.05 54.40
Approach LOS C C E D
d_I, Intersection Delay [s/veh]41.97
Intersection LOS D
Intersection V/C 0.634
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.184 3.240 2.962 2.809
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]723 615 785 631
d_b, Bicycle Delay [s]26.50 31.15 24.00 30.47
I_b,int, Bicycle LOS Score for Intersection 2.684 2.355 2.428 2.005
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.939Volume to Capacity (v/c):
FLevel Of Service:
86.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00165.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
13409642301021332Total Analysis Volume [veh/h]
3302415825333Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96401.00000.96400.96400.96400.9640Peak Hour Factor
1290929222981284Total 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
0.002.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1290929222981284Base Volume Input [veh/h]
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Volumes
11/24/202017
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
FIntersection LOS
8.32d_I, Intersection Delay [s/veh]
CCAApproach LOS
23.8416.570.00d_A, Approach Delay [s/veh]
49.140.000.00210.080.000.0095th-Percentile Queue Length [ft/ln]
1.970.000.008.400.000.0095th-Percentile Queue Length [veh/ln]
CAFAAMovement LOS
23.840.000.0086.030.000.00d_M, Delay for Movement [s/veh]
0.420.000.010.940.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
11/24/202018
Scenario 2: 2 Existing PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\C AM_v2.pdf
Scenario 3 Construction AMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
E42.60.674SB LeftHCM 6th
EditionTwo-way stopSierra Avenue / Sierra
Crossroads Access Driveway4
D39.10.587SB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B12.00.504SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C21.30.468WB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.468Volume to Capacity (v/c):
CLevel Of Service:
21.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
105895449681167678266401373152Total Analysis Volume [veh/h]
26221312172919195161034338Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.9260Peak Hour Factor
97825045631077072461371271141Total 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]
0000000110000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
93794843611036768659361222136Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0491604613038903910Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
139.6351.2380.0254.5136.65163.73129.60123.8341.3314.38210.79103.4795th-Percentile Queue Length [ft/ln]
5.592.053.202.181.476.555.184.951.650.588.434.1495th-Percentile Queue Length [veh/ln]
77.5728.4644.4630.2820.3690.9672.0068.8022.967.99120.7057.4850th-Percentile Queue Length [ft/ln]
3.101.141.781.210.813.642.882.750.920.324.832.3050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDEBADABELane Group LOS
57.8847.0769.3443.4842.4164.6610.169.8054.997.4810.7163.77d, Delay for Lane Group [s/veh]
0.780.290.780.250.160.860.280.280.520.040.460.87X, 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]
9.090.5317.130.680.1714.760.690.353.220.090.5212.16d2, 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
48.7946.5452.2142.8042.2449.909.469.4551.787.3910.1951.61d1, Uniform Delay [s]
13530369194434134101920311289282975175c, Capacity [veh/h]
145432561629145432561629163432563163145446583163s, saturation flow rate [veh/h]
0.070.030.030.030.020.070.180.180.020.030.290.05(v / s)_i Volume / Saturation Flow Rate
0.090.090.040.130.130.080.620.620.040.640.640.05g / C, Green / Cycle
10105151596969470706g_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]
110110110110110110110110110110110110C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]63.77 10.71 7.48 54.99 9.90 10.16 64.66 42.41 43.48 69.34 47.07 57.88
Movement LOS E B A D A B E D D E D E
d_A, Approach Delay [s/veh]15.78 13.14 53.71 56.50
Approach LOS B B D E
d_I, Intersection Delay [s/veh]21.33
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]46.37 46.37 46.37 46.37
I_p,int, Pedestrian LOS Score for Intersection 3.303 3.248 2.583 2.555
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]636 618 764 818
d_b, Bicycle Delay [s]25.57 26.25 21.02 19.20
I_b,int, Bicycle LOS Score for Intersection 2.420 2.068 1.752 1.764
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.504Volume to Capacity (v/c):
BLevel Of Service:
12.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
18449757115121369Total Analysis Volume [veh/h]
4612189293342Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93100.93100.93100.93100.93100.9310Peak Hour Factor
17146705107111275Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0011000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
16444667103111226Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0423814024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
168.8836.8546.39109.042.99150.4195th-Percentile Queue Length [ft/ln]
6.761.471.864.360.126.0295th-Percentile Queue Length [veh/ln]
93.8220.4725.7760.581.6683.5650th-Percentile Queue Length [ft/ln]
3.750.821.032.420.073.3450th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADAALane Group LOS
39.9129.873.7245.356.279.36d, Delay for Lane Group [s/veh]
0.820.190.310.800.010.48X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.160.370.349.560.030.60d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
32.7629.503.3835.796.248.77d1, Uniform Delay [s]
22525224271448822827c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.130.030.230.070.010.29(v / s)_i Volume / Saturation Flow Rate
0.150.150.750.090.610.61g / C, Green / Cycle
12126074949g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]9.36 6.27 45.35 3.72 29.87 39.91
Movement LOS A A D A C D
d_A, Approach Delay [s/veh]9.34 9.21 37.80
Approach LOS A A D
d_I, Intersection Delay [s/veh]11.96
Intersection LOS B
Intersection V/C 0.504
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.105 2.229
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]500 850 950
d_b, Bicycle Delay [s]22.50 13.23 11.03
I_b,int, Bicycle LOS Score for Intersection 2.319 2.279 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.587Volume to Capacity (v/c):
DLevel Of Service:
39.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1051971442896830718444654491030404Total Analysis Volume [veh/h]
264936721777461121312257101Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.8740Peak Hour Factor
92172126253592681613904743900353Total 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]
0000001100000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
88165121243572581443754541865339Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0451804619044905722Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
140.04127.68110.32380.8339.26223.84157.30187.2540.9128.57356.75277.9895th-Percentile Queue Length [ft/ln]
5.605.114.4115.231.578.956.297.491.641.1414.2711.1295th-Percentile Queue Length [veh/ln]
77.8070.9361.29250.9321.81130.2687.39104.0322.7315.87231.88170.8150th-Percentile Queue Length [ft/ln]
3.112.842.4510.040.875.213.504.160.910.639.286.8350th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBBELane Group LOS
49.9148.4865.3861.6440.8163.4022.7322.4865.4112.8719.2363.59d, Delay for Lane Group [s/veh]
0.430.360.740.920.100.870.280.300.510.060.560.92X, 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]
1.230.415.4011.840.066.581.020.513.660.141.248.31d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.120.110.110.500.500.110.500.500.11k, delay calibration
48.6848.0759.9849.8040.7556.8221.7121.9761.7512.7318.0055.28d1, Uniform Delay [s]
24254219531570535366914981078211839439c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.070.060.050.200.020.100.130.140.020.030.320.13(v / s)_i Volume / Saturation Flow Rate
0.170.170.060.220.220.110.460.460.030.570.570.14g / C, Green / Cycle
2222828281460604747418g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]63.59 19.23 12.87 65.41 22.48 22.73 63.40 40.81 61.64 65.38 48.48 49.91
Movement LOS E B B E C C E D E E D D
d_A, Approach Delay [s/veh]31.11 25.94 60.32 54.27
Approach LOS C C E D
d_I, Intersection Delay [s/veh]39.10
Intersection LOS D
Intersection V/C 0.587
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.161 3.176 2.882 2.727
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]815 615 646 631
d_b, Bicycle Delay [s]22.80 31.15 29.78 30.47
I_b,int, Bicycle LOS Score for Intersection 2.783 2.124 2.107 1.928
Bicycle LOS C B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.674Volume to Capacity (v/c):
ELevel Of Service:
42.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.00100.000.000.000.00Exit Pocket Length [ft]
000000001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00165.00100.00100.00100.00Entry Pocket Length [ft]
000000001000No. 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
Si CrSierra AvenueSierra AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
118001200126521794213200Total Analysis Volume [veh/h]
2900300316345103300Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89001.00001.00000.89001.00001.00000.89000.89000.89000.89000.89001.0000Peak Hour Factor
105001100115801593711750Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00011001100000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.00001.00001.04001.00001.00001.04001.04001.04001.04001.04001.0000Growth Factor
0.002.002.002.002.002.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1010000005581533611300Base Volume Input [veh/h]
Si CrSierra AvenueSierra AvenueName
Volumes
11/24/202017
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
EIntersection LOS
4.39d_I, Intersection Delay [s/veh]
CBAAApproach LOS
21.0611.499.050.00d_A, Approach Delay [s/veh]
37.700.000.001.620.000.000.000.00110.200.000.000.0095th-Percentile Queue Length [ft/ln]
1.510.000.000.060.000.000.000.004.410.000.000.0095th-Percentile Queue Length [veh/ln]
CBAAEAAMovement LOS
21.060.000.0011.490.000.000.000.0042.630.000.000.00d_M, Delay for Movement [s/veh]
0.350.000.000.020.000.000.000.010.670.000.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
11/24/202018
Scenario 3: 3 Construction AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\C PM_v2.pdf
Scenario 4 Construction PMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
F117.31.045SB LeftHCM 6th
EditionTwo-way stopSierra Avenue / Sierra
Crossroads Access Driveway4
D42.80.657NB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B15.90.618SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C26.50.543EB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.543Volume to Capacity (v/c):
CLevel Of Service:
26.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1101211011281521751051241123531449191Total Analysis Volume [veh/h]
27302532384426310311336248Total 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
105116971221451671001186118511385183Total 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]
0000000110000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
10111293117139161961130113491332176Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04515046160381003911Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
145.6270.12138.68156.8184.80250.96250.11241.0877.8022.86258.40136.0095th-Percentile Queue Length [ft/ln]
5.822.805.556.273.3910.0410.009.643.110.9110.345.4495th-Percentile Queue Length [veh/ln]
80.9038.9677.0587.1147.11150.39149.76143.0243.2212.70155.9875.5650th-Percentile Queue Length [ft/ln]
3.241.563.083.481.886.025.995.721.730.516.243.0250th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDEBBEABELane Group LOS
57.3947.3561.5749.8644.2175.7514.8414.0256.179.6313.9968.95d, Delay for Lane Group [s/veh]
0.780.380.810.680.360.980.470.470.700.060.530.94X, 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]
8.860.7611.554.180.5126.861.660.845.060.140.7217.66d2, 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
48.5446.5950.0345.6843.6948.9013.1813.1851.119.4913.2751.29d1, Uniform Delay [s]
14131712518942417995818991758612760204c, Capacity [veh/h]
145432561629145432561629164332563163145446583163s, saturation flow rate [veh/h]
0.080.040.060.090.050.110.270.270.040.040.310.06(v / s)_i Volume / Saturation Flow Rate
0.100.100.080.130.130.110.580.580.050.590.590.06g / C, Green / Cycle
111181414126464665657g_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]
110110110110110110110110110110110110C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]68.95 13.99 9.63 56.17 14.24 14.84 75.75 44.21 49.86 61.57 47.35 57.39
Movement LOS E B A E B B E D D E D E
d_A, Approach Delay [s/veh]20.06 17.80 57.93 55.00
Approach LOS C B E E
d_I, Intersection Delay [s/veh]26.52
Intersection LOS C
Intersection V/C 0.543
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]46.37 46.37 46.37 46.37
I_p,int, Pedestrian LOS Score for Intersection 3.431 3.387 2.653 2.607
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]636 618 764 745
d_b, Bicycle Delay [s]25.57 26.25 21.02 21.64
I_b,int, Bicycle LOS Score for Intersection 2.491 2.368 1.935 1.834
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.618Volume to Capacity (v/c):
BLevel Of Service:
15.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
197651210245721484Total Analysis Volume [veh/h]
49163026118371Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95900.95900.95900.95900.95900.9590Peak Hour Factor
189621160235691423Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0011000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
182601105226661368Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0424824024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
202.5156.05117.31235.1329.07248.6295th-Percentile Queue Length [ft/ln]
8.102.244.699.411.169.9495th-Percentile Queue Length [veh/ln]
114.6931.1465.17138.5916.15148.6450th-Percentile Queue Length [ft/ln]
4.591.252.615.540.655.9550th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADBBLane Group LOS
44.5733.495.2044.8910.5315.42d, Delay for Lane Group [s/veh]
0.840.250.500.880.090.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.920.490.728.530.241.06d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
36.6533.004.4836.3610.2914.36d1, Uniform Delay [s]
23426224422807762487c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.140.040.370.150.050.32(v / s)_i Volume / Saturation Flow Rate
0.160.160.750.170.530.53g / C, Green / Cycle
141468154848g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]15.42 10.53 44.89 5.20 33.49 44.57
Movement LOS B B D A C D
d_A, Approach Delay [s/veh]15.19 11.88 41.82
Approach LOS B B D
d_I, Intersection Delay [s/veh]15.85
Intersection LOS B
Intersection V/C 0.618
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.304 2.297
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]444 978 844
d_b, Bicycle Delay [s]27.22 11.76 15.02
I_b,int, Bicycle LOS Score for Intersection 2.415 2.760 1.560
Bicycle LOS B C A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.657Volume to Capacity (v/c):
DLevel Of Service:
42.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
86287187355275460283597130128986301Total Analysis Volume [veh/h]
217247896911571149333224675Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96700.96700.96700.96700.96700.96700.96700.96700.96700.96700.96700.9670Peak Hour Factor
83278181343266445274577126124953291Total 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]
0000001100000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
80267174330256428253555121119916280Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04513056240441105017Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
110.44188.37147.26455.28158.09315.33254.81255.3799.6697.63404.14229.7795th-Percentile Queue Length [ft/ln]
4.427.535.8918.216.3212.6110.1910.213.993.9116.179.1995th-Percentile Queue Length [veh/ln]
61.35104.6581.81310.7387.83199.51153.29153.7155.3754.24269.52134.6250th-Percentile Queue Length [ft/ln]
2.454.193.2712.433.517.986.136.152.212.1710.785.3850th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBCELane Group LOS
47.1648.5468.4160.7738.6264.1127.3225.6667.1319.2426.2771.98d, Delay for Lane Group [s/veh]
0.330.490.850.920.320.940.440.410.750.180.620.95X, 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]
0.720.638.6314.240.219.682.190.886.530.561.8313.84d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.180.110.110.500.500.110.500.500.11k, delay calibration
46.4347.9159.7846.5338.4154.4325.1324.7860.6118.6824.4458.13d1, Uniform Delay [s]
26258722138486148764314391727091589318c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.060.090.060.240.080.150.190.180.040.090.300.10(v / s)_i Volume / Saturation Flow Rate
0.180.180.070.260.260.150.440.440.050.490.490.10g / C, Green / Cycle
2323934342058587646413g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]71.98 26.27 19.24 67.13 25.66 27.32 64.11 38.62 60.77 68.41 48.54 47.16
Movement LOS E C B E C C E D E E D D
d_A, Approach Delay [s/veh]35.36 31.46 56.59 54.96
Approach LOS D C E D
d_I, Intersection Delay [s/veh]42.77
Intersection LOS D
Intersection V/C 0.657
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.206 3.261 2.977 2.816
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]708 615 800 631
d_b, Bicycle Delay [s]27.14 31.15 23.40 30.47
I_b,int, Bicycle LOS Score for Intersection 2.727 2.393 2.459 2.022
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
1.045Volume to Capacity (v/c):
FLevel Of Service:
117.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.00100.000.000.000.00Exit Pocket Length [ft]
000000001000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00165.00100.00100.00100.00Entry Pocket Length [ft]
000000001000No. 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
Si CrSierra AvenueSierra AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
13900110011100224010613850Total Analysis Volume [veh/h]
3500300325160263460Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96401.00001.00001.00001.00001.00001.00000.96400.96400.96400.96401.0000Peak Hour Factor
1340011001196623110213350Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00011001100000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.00001.00001.04001.00001.00001.04001.04001.04001.04001.04001.0000Growth Factor
0.002.002.000.002.002.000.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1290000009292229812840Base Volume Input [veh/h]
Si CrSierra AvenueSierra AvenueName
Volumes
11/24/202017
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
FIntersection LOS
11.02d_I, Intersection Delay [s/veh]
DBCAApproach LOS
25.8013.3622.470.00d_A, Approach Delay [s/veh]
55.450.000.001.910.000.000.000.00253.950.000.000.0095th-Percentile Queue Length [ft/ln]
2.220.000.000.080.000.000.000.0010.160.000.000.0095th-Percentile Queue Length [veh/ln]
DBAAFAAMovement LOS
25.800.000.0013.360.000.000.000.00117.330.000.000.00d_M, Delay for Movement [s/veh]
0.450.000.000.020.000.000.000.011.050.000.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
Flared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
11/24/202018
Scenario 4: 4 Construction PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\OY AM_v2.pdf
Scenario 5 Opening Year AMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
E46.80.706SB LeftHCM 6th
EditionTwo-way stopSierra Avenue / Sierra
Crossroads Access Driveway4
D39.40.598SB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B11.90.513SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C21.80.486WB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.486Volume to Capacity (v/c):
CLevel Of Service:
21.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1079155507013316287068411398156Total Analysis Volume [veh/h]
27231412183340218171035039Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.9260Peak Hour Factor
998451466512315080663381295144Total 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]
000001479790000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
93794843611036768659361222136Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0451604617038903910Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
142.2052.3181.2454.2936.91179.36170.78168.8142.6215.78227.34108.1195th-Percentile Queue Length [ft/ln]
5.692.093.252.171.487.176.836.751.700.639.094.3295th-Percentile Queue Length [veh/ln]
79.0029.0645.1330.1620.5099.6494.8893.7823.688.77132.8360.0650th-Percentile Queue Length [ft/ln]
3.161.161.811.210.823.993.803.750.950.355.312.4050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDEBBEABELane Group LOS
57.8146.9569.0141.7940.8559.4711.8611.3155.108.2111.8565.80d, Delay for Lane Group [s/veh]
0.780.300.780.230.140.830.350.350.530.050.480.89X, 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]
9.090.5316.860.540.1310.691.020.493.330.090.5814.12d2, 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
48.7146.4352.1641.2640.7148.7810.8310.8251.778.1211.2751.67d1, Uniform Delay [s]
1383087021748616095719761299032895175c, Capacity [veh/h]
145432561629145432561629157732563163145446583163s, saturation flow rate [veh/h]
0.070.030.030.030.020.080.210.210.020.030.300.05(v / s)_i Volume / Saturation Flow Rate
0.090.090.040.150.150.100.610.610.040.620.620.05g / C, Green / Cycle
101051616116767469696g_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]
110110110110110110110110110110110110C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]65.80 11.85 8.21 55.10 11.42 11.86 59.47 40.85 41.79 69.01 46.95 57.81
Movement LOS E B A E B B E D D E D E
d_A, Approach Delay [s/veh]17.04 14.19 50.82 56.34
Approach LOS B B D E
d_I, Intersection Delay [s/veh]21.83
Intersection LOS C
Intersection V/C 0.486
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]46.37 46.37 46.37 46.37
I_p,int, Pedestrian LOS Score for Intersection 3.324 3.293 2.607 2.558
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]636 618 764 745
d_b, Bicycle Delay [s]25.57 26.25 21.02 21.64
I_b,int, Bicycle LOS Score for Intersection 2.437 2.165 1.768 1.768
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.513Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
18750844117131396Total Analysis Volume [veh/h]
4713211293349Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93100.93100.93100.93100.93100.9310Peak Hour Factor
17447786109121300Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0079000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
16444667103111226Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0423814024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
171.4437.4954.96110.713.30157.1995th-Percentile Queue Length [ft/ln]
6.861.502.204.430.136.2995th-Percentile Queue Length [veh/ln]
95.2420.8330.5361.501.8387.3350th-Percentile Queue Length [ft/ln]
3.810.831.222.460.073.4950th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADAALane Group LOS
39.8129.743.9645.216.399.63d, Delay for Lane Group [s/veh]
0.820.200.350.800.010.50X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.140.370.409.490.030.63d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
32.6729.373.5635.726.369.00d1, Uniform Delay [s]
22825624201478772810c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.130.030.260.070.010.30(v / s)_i Volume / Saturation Flow Rate
0.160.160.740.090.600.60g / C, Green / Cycle
13136074848g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]9.63 6.39 45.21 3.96 29.74 39.81
Movement LOS A A D A C D
d_A, Approach Delay [s/veh]9.60 8.98 37.68
Approach LOS A A D
d_I, Intersection Delay [s/veh]11.93
Intersection LOS B
Intersection V/C 0.513
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.138 2.231
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]500 850 950
d_b, Bicycle Delay [s]22.50 13.23 11.03
I_b,int, Bicycle LOS Score for Intersection 2.335 2.352 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.598Volume to Capacity (v/c):
DLevel Of Service:
39.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1062001462956931226545555491049411Total Analysis Volume [veh/h]
275037741778661141412262103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.8740Peak Hour Factor
93175128258602732323984843917359Total 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]
0000007900000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
88165121243572581443754541865339Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0451704719044905722Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
140.78129.16111.91388.9339.61226.81232.71192.7041.6928.98369.36284.9395th-Percentile Queue Length [ft/ln]
5.635.174.4815.561.589.079.317.711.671.1614.7711.4095th-Percentile Queue Length [veh/ln]
78.2171.7662.17257.3822.00132.44136.80107.6323.1616.10241.84176.1150th-Percentile Queue Length [ft/ln]
3.132.872.4910.300.885.305.474.310.930.649.677.0450th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBBELane Group LOS
49.5248.1565.4362.0340.3963.3925.3922.9665.4813.1619.8865.14d, Delay for Lane Group [s/veh]
0.430.360.740.920.100.870.400.310.510.060.580.94X, 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]
1.180.405.4812.500.066.661.800.543.740.141.339.72d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.130.110.110.500.500.110.500.500.11k, delay calibration
48.3447.7559.9649.5340.3456.7423.5922.4261.7413.0218.5555.42d1, Uniform Delay [s]
24755319632171935866214821078141824439c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.070.060.050.200.020.100.180.140.020.030.320.13(v / s)_i Volume / Saturation Flow Rate
0.170.170.060.220.220.110.460.460.030.560.560.14g / C, Green / Cycle
2222829291559594737318g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]65.14 19.88 13.16 65.48 22.96 25.39 63.39 40.39 62.03 65.43 48.15 49.52
Movement LOS E B B E C C E D E E D D
d_A, Approach Delay [s/veh]31.99 26.81 60.45 54.05
Approach LOS C C E D
d_I, Intersection Delay [s/veh]39.37
Intersection LOS D
Intersection V/C 0.598
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.171 3.200 2.901 2.729
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]815 615 662 631
d_b, Bicycle Delay [s]22.80 31.15 29.11 30.47
I_b,int, Bicycle LOS Score for Intersection 2.805 2.199 2.117 1.933
Bicycle LOS C B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.706Volume to Capacity (v/c):
ELevel Of Service:
46.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00165.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
1200753182431346Total Analysis Volume [veh/h]
3001884611337Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89001.00000.89000.89000.89000.8900Peak Hour Factor
1070670162381198Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0079000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.06001.00001.06001.06001.06001.0600Growth Factor
0.002.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1010558153361130Base Volume Input [veh/h]
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Volumes
11/24/202017
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
EIntersection LOS
4.55d_I, Intersection Delay [s/veh]
CAAApproach LOS
21.719.100.00d_A, Approach Delay [s/veh]
39.720.000.00119.780.000.0095th-Percentile Queue Length [ft/ln]
1.590.000.004.790.000.0095th-Percentile Queue Length [veh/ln]
CAEAAMovement LOS
21.710.000.0046.760.000.00d_M, Delay for Movement [s/veh]
0.360.000.010.710.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
11/24/202018
Scenario 5: 5 Opening Year AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\OY PM_v2.pdf
Scenario 6 Opening Year PMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
F135.41.098SB LeftHCM 6th
EditionTwo-way stopSierra Avenue / Sierra
Crossroads Access Driveway4
D43.60.670NB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B16.10.630SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C29.70.586WB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.586Volume to Capacity (v/c):
CLevel Of Service:
29.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1121241041301542311391286126541477196Total Analysis Volume [veh/h]
28312632385835321311436949Total 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
107119991241472211331229120521412187Total 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]
000005031310000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
10111293117139161961130113491332176Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04623046230381004113Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
163.4279.26155.47160.4188.85304.39327.60318.4490.4728.76315.17137.2895th-Percentile Queue Length [ft/ln]
6.543.176.226.423.5512.1813.1012.743.621.1512.615.4995th-Percentile Queue Length [veh/ln]
90.7944.0386.3789.1249.36191.05209.04201.9250.2615.98199.3876.2750th-Percentile Queue Length [ft/ln]
3.631.763.453.561.977.648.368.082.010.647.983.0550th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDECBEBBELane Group LOS
62.8151.7166.0246.4943.1663.4420.5419.3364.4912.0817.7061.48d, Delay for Lane Group [s/veh]
0.800.390.810.510.270.910.540.540.780.070.560.82X, 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]
9.750.8011.581.590.2513.682.421.218.160.160.886.80d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.130.500.500.110.500.500.11k, delay calibration
53.0650.9154.4444.8942.9149.7618.1218.1256.3411.9316.8254.68d1, Uniform Delay [s]
14131512825456925587417511618182621239c, Capacity [veh/h]
145432561629145432561629162632563163145446583163s, saturation flow rate [veh/h]
0.080.040.060.090.050.140.290.290.040.040.320.06(v / s)_i Volume / Saturation Flow Rate
0.100.100.080.170.170.160.540.540.050.560.560.08g / C, Green / Cycle
121292121196565668689g_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]
120120120120120120120120120120120120C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]61.48 17.70 12.08 64.49 19.65 20.54 63.44 43.16 46.49 66.02 51.71 62.81
Movement LOS E B B E B C E D D E D E
d_A, Approach Delay [s/veh]22.49 23.37 53.10 59.74
Approach LOS C C D E
d_I, Intersection Delay [s/veh]29.70
Intersection LOS C
Intersection V/C 0.586
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]51.34 51.34 51.34 51.34
I_p,int, Pedestrian LOS Score for Intersection 3.451 3.425 2.679 2.614
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]617 567 700 700
d_b, Bicycle Delay [s]28.70 30.82 25.35 25.35
I_b,int, Bicycle LOS Score for Intersection 2.509 2.413 1.984 1.840
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.630Volume to Capacity (v/c):
BLevel Of Service:
16.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
201671253250731512Total Analysis Volume [veh/h]
50173136318378Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95900.95900.95900.95900.95900.9590Peak Hour Factor
193641202240701450Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0031000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
182601105226661368Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0424824024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
205.5357.60127.60238.8130.03258.1895th-Percentile Queue Length [ft/ln]
8.222.305.109.551.2010.3395th-Percentile Queue Length [veh/ln]
116.8832.0070.89141.3316.68155.8250th-Percentile Queue Length [ft/ln]
4.681.282.845.650.676.2350th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADBBLane Group LOS
44.4233.315.4644.7910.8016.01d, Delay for Lane Group [s/veh]
0.840.250.520.880.100.61X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.900.490.788.560.251.16d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
36.5232.824.6836.2310.5614.85d1, Uniform Delay [s]
23826724332857682460c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.140.040.380.150.050.32(v / s)_i Volume / Saturation Flow Rate
0.160.160.750.170.530.53g / C, Green / Cycle
151567164848g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]16.01 10.80 44.79 5.46 33.31 44.42
Movement LOS B B D A C D
d_A, Approach Delay [s/veh]15.77 12.00 41.64
Approach LOS B B D
d_I, Intersection Delay [s/veh]16.15
Intersection LOS B
Intersection V/C 0.630
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.325 2.301
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]444 978 844
d_b, Bicycle Delay [s]27.22 11.76 15.02
I_b,int, Bicycle LOS Score for Intersection 2.431 2.800 1.560
Bicycle LOS B C A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.670Volume to Capacity (v/c):
DLevel Of Service:
43.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
882931903622804693096081321301004307Total Analysis Volume [veh/h]
227348907011777152333325177Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96700.96700.96700.96700.96700.96700.96700.96700.96700.96700.96700.9670Peak Hour Factor
85283184350271454299588128126971297Total 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]
0000003100000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
80267174330256428253555121119916280Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04513056240441105017Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
112.37190.86150.65464.06160.01325.66281.75262.33101.56100.50417.61237.4995th-Percentile Queue Length [ft/ln]
4.497.636.0318.566.4013.0311.2710.494.064.0216.709.5095th-Percentile Queue Length [veh/ln]
62.43106.3183.69317.8688.89207.53173.69158.9556.4255.83280.32140.3450th-Percentile Queue Length [ft/ln]
2.504.253.3512.713.568.306.956.362.262.2311.215.6150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBCELane Group LOS
46.6648.0569.2660.9638.1866.5528.8026.2667.5619.6527.1074.90d, Delay for Lane Group [s/veh]
0.330.490.860.920.320.960.490.430.770.190.640.97X, 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]
0.700.619.4114.750.2111.932.650.946.910.581.9916.64d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.190.110.110.500.500.110.500.500.11k, delay calibration
45.9647.4459.8446.2237.9754.6226.1525.3260.6519.0725.1058.26d1, Uniform Delay [s]
26960322139287748763614241727021573318c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.060.090.060.250.090.150.210.190.040.090.310.10(v / s)_i Volume / Saturation Flow Rate
0.180.180.070.270.270.150.440.440.050.480.480.10g / C, Green / Cycle
2424935352057577636313g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]74.90 27.10 19.65 67.56 26.26 28.80 66.55 38.18 60.96 69.26 48.05 46.66
Movement LOS E C B E C C E D E E D D
d_A, Approach Delay [s/veh]36.61 32.20 57.58 54.89
Approach LOS D C E D
d_I, Intersection Delay [s/veh]43.59
Intersection LOS D
Intersection V/C 0.670
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.217 3.275 2.988 2.820
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]708 615 800 631
d_b, Bicycle Delay [s]27.14 31.15 23.40 30.47
I_b,int, Bicycle LOS Score for Intersection 2.748 2.425 2.476 2.031
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
1.098Volume to Capacity (v/c):
FLevel Of Service:
135.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00165.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
142010542441081412Total Analysis Volume [veh/h]
3602636127353Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96401.00000.96400.96400.96400.9640Peak Hour Factor
137010162351041361Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0031000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.06001.00001.06001.06001.06001.0600Growth Factor
0.002.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1290929222981284Base Volume Input [veh/h]
Sierra Crossroads Access DrivewaySierra AvenueSierra AvenueName
Volumes
11/24/202017
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
FIntersection LOS
12.46d_I, Intersection Delay [s/veh]
DDAApproach LOS
26.9925.460.00d_A, Approach Delay [s/veh]
59.310.000.00275.620.000.0095th-Percentile Queue Length [ft/ln]
2.370.000.0011.020.000.0095th-Percentile Queue Length [veh/ln]
DAFAAMovement LOS
26.990.000.00135.440.000.00d_M, Delay for Movement [s/veh]
0.470.000.011.100.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
11/24/202018
Scenario 6: 6 Opening Year PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\OYP AM_v2.pdf
Scenario 7 Opening Year With Project AMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
B12.40.484NB LeftHCM 6th
EditionSignalizedSierra Avenue / Sierra
Crossroads Access Driveway4
D39.40.599SB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B12.00.521SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C22.40.489NB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.489Volume to Capacity (v/c):
CLevel Of Service:
22.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1079157507013316287668481415167Total Analysis Volume [veh/h]
27231412183340219171235442Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.92600.9260Peak Hour Factor
998453466512315081163441310155Total 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]
00200147984061511Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
93794843611036768659361222136Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0481604614038903910Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
142.1952.3183.6854.9637.32189.39168.09166.0642.6218.12225.94123.8895th-Percentile Queue Length [ft/ln]
5.692.093.352.201.497.586.726.641.700.729.044.9695th-Percentile Queue Length [veh/ln]
78.9929.0646.4930.5320.73105.2693.3892.2523.6810.07131.8068.8250th-Percentile Queue Length [ft/ln]
3.161.161.861.220.834.213.743.690.950.405.272.7550th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
EDEDDEBBEABELane Group LOS
57.8046.9568.4042.6441.6365.6611.5010.9755.108.0011.5374.09d, Delay for Lane Group [s/veh]
0.780.300.780.240.150.890.350.350.530.050.480.95X, 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]
9.090.5316.340.610.1516.191.000.483.330.110.5822.23d2, 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
48.7146.4252.0542.0341.4849.4710.5010.4951.777.8910.9551.86d1, Uniform Delay [s]
1383087320546014996719961299132924175c, Capacity [veh/h]
145432561629145432561629157732563163145446583163s, saturation flow rate [veh/h]
0.070.030.040.030.020.080.220.210.020.030.300.05(v / s)_i Volume / Saturation Flow Rate
0.090.090.040.140.140.090.610.610.040.630.630.05g / C, Green / Cycle
101051616106868469696g_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]
110110110110110110110110110110110110C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]74.09 11.53 8.00 55.10 11.08 11.50 65.66 41.63 42.64 68.40 46.95 57.80
Movement LOS E B A E B B E D D E D E
d_A, Approach Delay [s/veh]17.83 13.85 54.46 56.30
Approach LOS B B D E
d_I, Intersection Delay [s/veh]22.35
Intersection LOS C
Intersection V/C 0.489
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]46.37 46.37 46.37 46.37
I_p,int, Pedestrian LOS Score for Intersection 3.332 3.297 2.610 2.560
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]636 618 764 800
d_b, Bicycle Delay [s]25.57 26.25 21.02 19.80
I_b,int, Bicycle LOS Score for Intersection 2.456 2.168 1.768 1.770
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.521Volume to Capacity (v/c):
BLevel Of Service:
12.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
18752852117161431Total Analysis Volume [veh/h]
4713213294358Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93100.93100.93100.93100.93100.9310Peak Hour Factor
17448793109151332Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
01860332Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
16444667103111226Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0423814024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
171.3739.0555.72110.714.07163.0495th-Percentile Queue Length [ft/ln]
6.851.562.234.430.166.5295th-Percentile Queue Length [veh/ln]
95.2121.6930.9661.502.2690.5850th-Percentile Queue Length [ft/ln]
3.810.871.242.460.093.6250th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADAALane Group LOS
39.7829.793.9845.216.419.77d, Delay for Lane Group [s/veh]
0.820.200.350.800.020.51X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.120.390.409.490.040.66d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
32.6629.403.5835.726.389.10d1, Uniform Delay [s]
22825624201478772810c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.130.030.260.070.010.31(v / s)_i Volume / Saturation Flow Rate
0.160.160.740.090.600.60g / C, Green / Cycle
13136074848g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]9.77 6.41 45.21 3.98 29.79 39.78
Movement LOS A A D A C D
d_A, Approach Delay [s/veh]9.73 8.96 37.61
Approach LOS A A D
d_I, Intersection Delay [s/veh]11.96
Intersection LOS B
Intersection V/C 0.521
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.149 2.233
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]500 850 950
d_b, Bicycle Delay [s]22.50 13.23 11.03
I_b,int, Bicycle LOS Score for Intersection 2.355 2.359 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.599Volume to Capacity (v/c):
DLevel Of Service:
39.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1022001462956931627546258491051411Total Analysis Volume [veh/h]
255037741779691161512263103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.87400.8740Peak Hour Factor
89175128258602762404045143919359Total 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]
1000038763020Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
88165121243572581443754541865339Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0451504919044905722Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
135.30129.44112.10388.8539.60229.18241.31195.2844.0428.99370.41284.9395th-Percentile Queue Length [ft/ln]
5.415.184.4815.551.589.179.657.811.761.1614.8211.4095th-Percentile Queue Length [veh/ln]
75.1671.9162.28257.3122.00134.19143.19109.4824.4616.11242.67176.1150th-Percentile Queue Length [ft/ln]
3.012.882.4910.290.885.375.734.380.980.649.717.0450th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBBELane Group LOS
49.5048.3365.6262.0040.3963.3925.6722.9965.7013.1719.9265.14d, Delay for Lane Group [s/veh]
0.420.370.750.920.100.870.420.310.530.060.580.94X, 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]
1.130.415.6212.470.066.721.920.553.970.141.339.72d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.130.110.110.500.500.110.500.500.11k, delay calibration
48.3747.9260.0049.5340.3456.6723.7622.4561.7413.0318.5955.42d1, Uniform Delay [s]
24554819532171936166214841098141823439c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.070.060.050.200.020.100.190.140.020.030.320.13(v / s)_i Volume / Saturation Flow Rate
0.170.170.060.220.220.110.460.460.030.560.560.14g / C, Green / Cycle
2222829291559594737318g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]65.14 19.92 13.17 65.70 22.99 25.67 63.39 40.39 62.00 65.62 48.33 49.50
Movement LOS E B B E C C E D E E D D
d_A, Approach Delay [s/veh]32.00 27.04 60.45 54.23
Approach LOS C C E D
d_I, Intersection Delay [s/veh]39.39
Intersection LOS D
Intersection V/C 0.599
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.173 3.204 2.904 2.729
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]815 615 692 631
d_b, Bicycle Delay [s]22.80 31.15 27.79 30.47
I_b,int, Bicycle LOS Score for Intersection 2.806 2.215 2.121 1.929
Bicycle LOS C B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.484Volume to Capacity (v/c):
BLevel Of Service:
12.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoNoNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00165.00100.00100.00175.00Entry 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
Si CrSi CrSierra AvenueSierra AvenueName
Intersection Setup
11/24/202017
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1201101933997531824313467Total Analysis Volume [veh/h]
30035110218846113372Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor
107191733586701623811986Total 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]
010173358790006Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.00001.00001.06001.00001.00001.06001.06001.06001.06001.06001.0000Growth Factor
0.002.002.002.002.002.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1010900005581533611300Base Volume Input [veh/h]
Si CrSi CrSierra AvenueSierra AvenueName
Volumes
11/24/202018
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
014001400221403224Split [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
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202019
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
77.6533.7260.3660.56116.89154.80137.196.9895th-Percentile Queue Length [ft/ln]
3.111.352.412.424.686.195.490.2895th-Percentile Queue Length [veh/ln]
43.1418.7333.5333.6464.9486.0076.223.8850th-Percentile Queue Length [ft/ln]
1.730.751.341.352.603.443.050.1650th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoNoCritical Lane Group
CCAACBBDLane Group LOS
25.1423.035.915.9131.9412.4311.2342.67d, Delay for Lane Group [s/veh]
0.470.210.350.350.810.550.550.39X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.220.350.880.886.792.501.3013.13d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.11k, delay calibration
23.9222.675.035.0325.169.939.9329.54d1, Uniform Delay [s]
27929110891094225863167018c, Capacity [veh/h]
14371288170317101629168332561603s, saturation flow rate [veh/h]
0.090.050.220.220.110.280.280.00(v / s)_i Volume / Saturation Flow Rate
0.150.150.640.640.140.510.510.01g / C, Green / Cycle
993939831311g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
6060606060606060C, Cycle Length [s]
CCCCLCCLLane Group
Lane Group Calculations
11/24/202020
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]42.67 11.62 12.43 31.94 5.91 5.91 23.03 23.03 23.03 25.14 25.14 25.14
Movement LOS D B B C A A C C C C C C
d_A, Approach Delay [s/veh]11.80 10.93 23.03 25.14
Approach LOS B B C C
d_I, Intersection Delay [s/veh]12.43
Intersection LOS B
Intersection V/C 0.484
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 0.0 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 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 0.000
Crosswalk LOS F F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]933 600 333 333
d_b, Bicycle Delay [s]8.53 14.70 20.83 20.83
I_b,int, Bicycle LOS Score for Intersection 2.327 2.338 1.660 1.776
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
11/24/202021
Scenario 7: 7 Opening Year With Project AM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Intersection Analysis Summary
11/24/2020Report File: C:\...\OYP PM_v2.pdf
Scenario 8 Opening Year With Project PMVistro File: C:\...\RCA20001 Analysis.vistro
Fontana Southridge
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.
B15.00.596NB LeftHCM 6th
EditionSignalizedSierra Avenue / Sierra
Crossroads Access Driveway4
D44.00.672NB LeftHCM 6th
EditionSignalizedSierra Avenue / Jurupa
Avenue3
B16.20.635SB LeftHCM 6th
EditionSignalizedSierra Avenue / Under Wood
Drive2
C29.90.588WB LeftHCM 6th
EditionSignalizedSierra Avenue / Santa Ana
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
11/24/20201
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.588Volume to Capacity (v/c):
CLevel Of Service:
29.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Sierra Avenue / Santa Ana Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.00500.000.000.00Exit Pocket Length [ft]
000000000100No. of Lanes in Exit Pocket
250.00100.00255.0067.00100.00221.00100.00100.00314.00210.00100.00195.00Entry Pocket Length [ft]
101101001102No. 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
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/20202
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
1121241101301542311391303126581486202Total Analysis Volume [veh/h]
28312732385835326311437250Total 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
1071191051241472211331246120551421193Total 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]
006005031480396Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
10111293117139161961130113491332176Base Volume Input [veh/h]
Santa Ana AvenueSanta Ana AvenueSierra AvenueSierra AvenueName
Volumes
11/24/20203
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360037002900300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04623046230381004113Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20204
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
163.4279.26163.87161.5189.36304.39332.40322.8490.4730.98317.50143.1295th-Percentile Queue Length [ft/ln]
6.543.176.556.463.5712.1813.3012.913.621.2412.705.7295th-Percentile Queue Length [veh/ln]
90.7944.0391.0489.7349.65191.05212.78205.3450.2617.21201.1979.5150th-Percentile Queue Length [ft/ln]
3.631.763.643.591.997.648.518.212.010.698.053.1850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
EDEDDECBEBBELane Group LOS
62.8151.7165.5847.0443.5963.4420.6919.4564.4912.1317.7662.71d, Delay for Lane Group [s/veh]
0.800.390.820.520.280.910.550.550.780.070.570.84X, 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]
9.750.8011.401.710.2713.682.481.248.160.170.907.92d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.130.500.500.110.500.500.11k, delay calibration
53.0650.9154.1845.3343.3349.7618.2118.2156.3411.9616.8754.79d1, Uniform Delay [s]
14131513524855625587517511618182621239c, Capacity [veh/h]
145432561629145432561629162732563163145446583163s, saturation flow rate [veh/h]
0.080.040.070.090.050.140.300.300.040.040.320.06(v / s)_i Volume / Saturation Flow Rate
0.100.100.080.170.170.160.540.540.050.560.560.08g / C, Green / Cycle
1212102020196565668689g_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]
120120120120120120120120120120120120C, Cycle Length [s]
RCLRCLCCLRCLLane Group
Lane Group Calculations
11/24/20205
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]62.71 17.76 12.13 64.49 19.77 20.69 63.44 43.59 47.04 65.58 51.71 62.81
Movement LOS E B B E B C E D D E D E
d_A, Approach Delay [s/veh]22.77 23.45 53.37 59.71
Approach LOS C C D E
d_I, Intersection Delay [s/veh]29.86
Intersection LOS C
Intersection V/C 0.588
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]51.34 51.34 51.34 51.34
I_p,int, Pedestrian LOS Score for Intersection 3.458 3.431 2.680 2.616
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]617 567 700 700
d_b, Bicycle Delay [s]28.70 30.82 25.35 25.35
I_b,int, Bicycle LOS Score for Intersection 2.520 2.422 1.984 1.845
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/20206
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.635Volume to Capacity (v/c):
BLevel Of Service:
16.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Sierra Avenue / Under Wood Drive
Intersection Level Of Service Report
YesYesNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
35.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00210.00200.00100.00Entry Pocket Length [ft]
100110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Under Wood DriveSierra AvenueSierra AvenueName
Intersection Setup
11/24/20207
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
201701277250751531Total Analysis Volume [veh/h]
50173196319383Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95900.95900.95900.95900.95900.9590Peak Hour Factor
193671225240721468Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
03540218Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
182601105226661368Base Volume Input [veh/h]
Under Wood DriveSierra AvenueSierra AvenueName
Volumes
11/24/20208
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
033100015Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0424824024Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
05105010Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/20209
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
205.4760.31131.82238.8130.91262.2395th-Percentile Queue Length [ft/ln]
8.222.415.279.551.2410.4995th-Percentile Queue Length [veh/ln]
116.8433.5073.23141.3317.17158.8750th-Percentile Queue Length [ft/ln]
4.671.342.935.650.696.3550th-Percentile Queue Length [veh/ln]
YesNoNoYesNoYesCritical Lane Group
DCADBBLane Group LOS
44.3933.395.5544.7910.8316.14d, Delay for Lane Group [s/veh]
0.840.260.520.880.100.62X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.880.520.818.560.251.20d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.110.500.50k, delay calibration
36.5132.884.7436.2310.5814.94d1, Uniform Delay [s]
23826724322857672459c, Capacity [veh/h]
145416293256162914544658s, saturation flow rate [veh/h]
0.140.040.390.150.050.33(v / s)_i Volume / Saturation Flow Rate
0.160.160.750.170.530.53g / C, Green / Cycle
151567164848g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RLCLRCLane Group
Lane Group Calculations
11/24/202010
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]16.14 10.83 44.79 5.55 33.39 44.39
Movement LOS B B D A C D
d_A, Approach Delay [s/veh]15.89 11.98 41.55
Approach LOS B B D
d_I, Intersection Delay [s/veh]16.18
Intersection LOS B
Intersection V/C 0.635
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.337 2.302
Crosswalk LOS F C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]444 978 844
d_b, Bicycle Delay [s]27.22 11.76 15.02
I_b,int, Bicycle LOS Score for Intersection 2.443 2.819 1.560
Bicycle LOS B C A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
11/24/202011
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.672Volume to Capacity (v/c):
DLevel Of Service:
44.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Sierra Avenue / Jurupa Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
223.00100.00213.00288.00100.00288.00144.00100.00300.00600.00100.00600.00Entry Pocket Length [ft]
102102102102No. 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
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Intersection Setup
11/24/202012
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
912931903622804783146111341301010307Total Analysis Volume [veh/h]
237348907011979153343325377Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96700.96700.96700.96700.96700.96700.96700.96700.96700.96700.96700.9670Peak Hour Factor
88283184350271462304591130126977297Total 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]
3000083632060Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.06001.0600Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
80267174330256428253555121119916280Base Volume Input [veh/h]
Jurupa AvenueJurupa AvenueSierra AvenueSierra AvenueName
Volumes
11/24/202013
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0360032003500300Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04513056240441105017Split [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
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202014
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
116.49190.86150.65464.06160.01337.54286.61263.62103.49100.50420.74237.4995th-Percentile Queue Length [ft/ln]
4.667.636.0318.566.4013.5011.4610.544.144.0216.839.5095th-Percentile Queue Length [veh/ln]
64.72106.3183.69317.8688.89216.80177.40159.9257.5055.83282.83140.3450th-Percentile Queue Length [ft/ln]
2.594.253.3512.713.568.677.106.402.302.2311.315.6150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDEEDECCEBCELane Group LOS
46.7948.0569.2660.9638.1869.7129.0026.2968.0119.6527.2074.90d, Delay for Lane Group [s/veh]
0.340.490.860.920.320.980.490.430.780.190.640.97X, 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]
0.740.619.4114.750.2114.912.730.957.320.582.0316.64d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.190.110.110.500.500.110.500.500.11k, delay calibration
46.0647.4459.8446.2237.9754.8026.2625.3560.6919.0725.1758.26d1, Uniform Delay [s]
26960322139287748763614241727021573318c, Capacity [veh/h]
145432563163145432563163145432563163145432563163s, saturation flow rate [veh/h]
0.060.090.060.250.090.150.220.190.040.090.310.10(v / s)_i Volume / Saturation Flow Rate
0.180.180.070.270.270.150.440.440.050.480.480.10g / C, Green / Cycle
2424935352057577636313g_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]
130130130130130130130130130130130130C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
11/24/202015
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]74.90 27.20 19.65 68.01 26.29 29.00 69.71 38.18 60.96 69.26 48.05 46.79
Movement LOS E C B E C C E D E E D D
d_A, Approach Delay [s/veh]36.64 32.37 59.00 54.87
Approach LOS D C E D
d_I, Intersection Delay [s/veh]44.02
Intersection LOS D
Intersection V/C 0.672
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]56.31 56.31 56.31 56.31
I_p,int, Pedestrian LOS Score for Intersection 3.219 3.280 2.991 2.820
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]708 615 800 631
d_b, Bicycle Delay [s]27.14 31.15 23.40 30.47
I_b,int, Bicycle LOS Score for Intersection 2.753 2.433 2.484 2.033
Bicycle LOS C B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
11/24/202016
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
0.596Volume to Capacity (v/c):
BLevel Of Service:
15.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Sierra Avenue / Sierra Crossroads Access Driveway
Intersection Level Of Service Report
NoNoNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00165.00100.00100.00100.00Entry 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
Si CrSi CrSierra AvenueSierra AvenueName
Intersection Setup
11/24/202017
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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
14235010220271054244108141217Total Analysis Volume [veh/h]
36113315726361273534Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96401.00001.00000.96401.00001.00000.96400.96400.96400.96400.96401.0000Peak Hour Factor
13735010220261016235104136117Total 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]
03010220263100017Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.06001.00001.00001.06001.00001.00001.06001.06001.06001.06001.06001.0000Growth Factor
0.002.002.002.002.002.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
12905000009292229812840Base Volume Input [veh/h]
Si CrSi CrSierra AvenueSierra AvenueName
Volumes
11/24/202018
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
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]
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
014001400371903719Split [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
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
11/24/202019
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
152.1721.01117.77118.42183.47217.21202.3616.1995th-Percentile Queue Length [ft/ln]
6.090.844.714.747.348.698.090.6595th-Percentile Queue Length [veh/ln]
84.5411.6765.4365.79101.93125.39114.588.9950th-Percentile Queue Length [ft/ln]
3.380.472.622.634.085.024.580.3650th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoNoCritical Lane Group
CCAADBBDLane Group LOS
33.3026.487.297.2735.0315.5213.9143.92d, Delay for Lane Group [s/veh]
0.720.130.480.480.850.610.610.48X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.640.251.461.457.033.281.6710.01d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.11k, delay calibration
29.6626.245.835.8228.0012.2412.2433.91d1, Uniform Delay [s]
27024111241134287839165835c, Capacity [veh/h]
14301099169517101629164932561603s, saturation flow rate [veh/h]
0.140.030.320.320.150.310.310.01(v / s)_i Volume / Saturation Flow Rate
0.140.140.660.660.180.510.510.02g / C, Green / Cycle
101047471236361g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7070707070707070C, Cycle Length [s]
CCCCLCCLLane Group
Lane Group Calculations
11/24/202020
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]43.92 14.37 15.52 35.03 7.28 7.29 26.48 26.48 26.48 33.30 33.30 33.30
Movement LOS D B B D A A C C C C C C
d_A, Approach Delay [s/veh]14.78 12.39 26.48 33.30
Approach LOS B B C C
d_I, Intersection Delay [s/veh]15.04
Intersection LOS B
Intersection V/C 0.596
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 0.0 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 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 0.000
Crosswalk LOS F F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]943 943 286 286
d_b, Bicycle Delay [s]9.78 9.78 25.71 25.71
I_b,int, Bicycle LOS Score for Intersection 2.405 2.653 1.612 1.881
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
11/24/202021
Scenario 8: 8 Opening Year With Project PM
Fontana Southridge
TJW Engineering, Inc.Version 2021 (SP 0-1)
Generated with
APPENDIX E
SIGNAL WARRANT ANALYSIS SHEETS
11/24/2020
Peak Hour:AM
Major Street: Minor Street:
2340 131
3 1
* Note:
Lower Threshold Volume for a Minor Street Approach with One Lane.
Source: MUTCD 2014 California Supplement Including Revision 3 (March 9, 2018)
Prepared by TJW Engineering, Inc.
Sierra Avenue/Sierra Crossroads Access Driveway
Number of Approach Lanes:
100 vph Applies as the Lower Threshold Volume for a Minor Street Approach with Two or More Lanes and 75 vph Applies as the
OYCWP Conditions
AM Peak Hour Volume Warrant
Sierra Crossroads Access Drwy (EW)
OYCWP CONDITIONS PEAK HOUR VOLUME WARRANT
Total of Both Approaches (VPH):
Number of Approach Lanes:
RURAL CONDITIONS
Sierra Avenue (NS)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h (40 mph) ON MAJOR STREET)
SIGNAL WARRANT SATISFIED
Higher Volume Approach (VPH):
0
50
100
150
200
250
300
350
400
450
500
300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street-Higher Volume Approach (VPH)Major Street-Total of Both Approaches (VPH)
Figure 4C-4. Peak Hour Warrant (Rural)
1 Lane Major & 1 Lane Minor
2 or More Lanes Major & 1 Lane Minor
2 or More Lanes Major & 2 or More Lanes Minor
Major Street
Minor Street
*
*
11/24/2020
Peak Hour:PM
Major Street: Minor Street:
2862 195
3 1
* Note:
Lower Threshold Volume for a Minor Street Approach with One Lane.
Source: MUTCD 2014 California Supplement Including Revision 3 (March 9, 2018)
Prepared by TJW Engineering, Inc.
Sierra Avenue/Sierra Crossroads Access Driveway
Number of Approach Lanes:
100 vph Applies as the Lower Threshold Volume for a Minor Street Approach with Two or More Lanes and 75 vph Applies as the
OYCWP Conditions
PM Peak Hour Volume Warrant
Sierra Crossroads Access Drwy (EW)
OYCWP CONDITIONS PEAK HOUR VOLUME WARRANT
Total of Both Approaches (VPH):
Number of Approach Lanes:
RURAL CONDITIONS
Sierra Avenue (NS)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h (40 mph) ON MAJOR STREET)
SIGNAL WARRANT SATISFIED
Higher Volume Approach (VPH):
0
50
100
150
200
250
300
350
400
450
500
300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street-Higher Volume Approach (VPH)Major Street-Total of Both Approaches (VPH)
Figure 4C-4. Peak Hour Warrant (Rural)
1 Lane Major & 1 Lane Minor
2 or More Lanes Major & 1 Lane Minor
2 or More Lanes Major & 2 or More Lanes Minor
Major Street
Minor Street
*
*
Know what'sbelow.before you dig.CallRTJW ENGINEERING, INC.Traffic Engineering &Transportation Planning Consultants6 Venture, Suite 225, Irvine, CA 92618t: (949) 878-3509 f: (949) 878-3593www.tjwengineering.comRSSETIREG
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