HomeMy WebLinkAboutAppendix I - Traffic Impace Analysis
Appendix I
Traffic Impact Analysis
Foothill & Tokay Avenue
Traffic Impact Analysis
City of Fontana, California
Prepared for:
Hunsaker & Associates, Inc.
3 Hughes
Irvine, CA 92618
Prepared by:
TJW ENGINEERING, INC.
9841 Irvine Center Dr, Suite 200
Irvine, CA 92618
June 27, 2022
9841 Irvine Center Dr, Suite 200 | Irvine, California 92618 | t: (949) 878-3509
www.tjwengineering.com
June 27, 2022
Ms. Gia Kim
Engineering Manager
8353 Sierra Avenue
Fontana, CA 92335
Subject: Traffic Impact Analysis: Foothill & Tokay Avenue City of Fontana CA
Dear Ms. Kim:
TJW ENGINEERING, INC. (TJW) is pleased to present you with this traffic impact analysis for the
proposed Foothill & Tokay Avenue the project located northwest of Foothill Boulevard and Tokay
Avenue in the City of Fontana.
This traffic study has been prepared to meet the traffic study requirements for the City of Fontana
and assesses the projected 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
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Traffic Impact Analysis
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Foothill & Tokay Avenue
Traffic Impact Analysis
City of Fontana, California
Prepared for:
Hunsker & Associates, Inc.
3 Hughes
Irvine, CA 92618
Prepared by:
9841 Irvine Center Dr. Suite 200
Irvine, CA 92618
Thomas Wheat, PE, TE
David Chew, PTP
Daniel Flores, EIT
June 27, 2022
Foothill & Tokay Avenue
Traffic Impact Analysis
HAI-21-004
ii
Table of Contents ................................................................................................................ ………….. Page
1.0 EXECUTIVE SUMMARY .......................................................................................................................................... IV
1.2 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS ............................................................................................ V
1.3 SUMMARY OF VEHICLES MILES TRAVELED ANALYSIS (VMT)...................................................................................... V
2.0 INTRODUCTION ...................................................................................................................................................... 1
2.1 PROJECT DESCRIPTION .............................................................................................................................................. 1
2.2 STUDY AREA ............................................................................................................................................................... 3
2.3 ANALYSIS METHODOLOGY ......................................................................................................................................... 3
2.3.1 Intersection Analysis Methodology ....................................................................................................................... 3
2.3.2 Vehicle Miles Traveled (VMT) Analysis .................................................................................................................. 5
2.4 LEVEL OF SERVICE (LOS) CRITERIA ..................................................................................................................................... 6
2.5 CITY OF FONTANA ........................................................................................................................................................... 7
3.0 EXISTING PROJECT BASELINE (2021) CONDITIONS .................................................................................................. 8
3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS ................................................................................. 8
3.2 CITY OF FONTANA GENERAL PLAN ............................................................................................................................. 8
3.3 EXISTING BICYCLE AND PEDESTRIAN FACILITIES ........................................................................................................ 8
3.4 EXISTING PUBLIC TRANSIT SERVICES .......................................................................................................................... 8
3.5 EXISTING PROJECT BASELINE (2022) TRAFFIC VOLUMES ........................................................................................... 9
3.6 EXISTING PROJECT BASELINE (2022) CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ............................... 9
4.0 PROPOSED PROJECT ............................................................................................................................................. 13
4.1 PROJECT DESCRIPTION ............................................................................................................................................ 13
4.2 PROJECT TRIP GENERATION ..................................................................................................................................... 13
4.3 PROJECT TRIP DISTRIBUTION ................................................................................................................................... 13
4.4 CUMULATIVE PROJECTS TRAFFIC ............................................................................................................................. 14
5.0 OPENING YEAR (2030) WITHOUT PROJECT CONDITIONS (OY) .............................................................................. 17
5.1 ROADWAY IMPROVEMENTS .................................................................................................................................... 17
5.2 OY CONDITIONS TRAFFIC VOLUMES ........................................................................................................................ 17
5.3 OY INTERSECTION LEVEL OF SERVICE ANALYSIS ....................................................................................................... 17
6.0 OPENING YEAR (2030) WITH PROJECT CONDITIONS (OYP) ................................................................................... 19
6.1 ROADWAY IMPROVEMENTS .................................................................................................................................... 19
6.2 OYP TRAFFIC VOLUMES ........................................................................................................................................... 19
6.3 OYP CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ............................................................................... 19
7.0 VEHICLE MILES TRAVELED (VMT) ANALYSIS .......................................................................................................... 20
7.1 VEHICLE MILES TRAVELED (VMT) ANALYSIS ............................................................................................................. 20
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List of Tables ..................................................................................................................... Page
Table 1: HCM – LOS & Delay Ranges – Signalized Intersections ........................................................................ 5
Table 2: Roadway Characteristics Within Study Area ........................................................................................ 8
Table 3: Intersection Analysis – Existing Project Baseline (2022) Conditions .................................................... 9
Table 4: Proposed Project AM/PM Peak Hour Trip Generation ...................................................................... 13
Table 5: Cumulative Projects ............................................................................................................................ 14
Table 6: Intersection Analysis – OY Conditions ................................................................................................ 17
Table 7: Intersection Analysis – OYP Conditions .............................................................................................. 19
List of Exhibits .................................................................................................................. Page
Exhibit 1: Proposed Project Site Plan ................................................................................................................. 2
Exhibit 2: Project Location and Proposed TIA Study Area.................................................................................. 4
Exhibit 3: Lane Geometry and Intersection Controls ....................................................................................... 10
Exhibit 4: Existing Transit Service ..................................................................................................................... 11
Exhibit 5: Existing AM/PM Peak Hour Intersection Volumes ........................................................................... 12
Exhibit 6: Proposed Trip Distribustion ............................................................................................................. 15
Exhibit 7: Cumulative Project Map ................................................................................................................... 16
Exhibit 8: OY AM/PM Peak Hour Intersection Volumes .................................................................................. 18
Exhibit 9: OYP AM/PM Peak Hour Intersection Volumes ................................................................................ 20
Appendices ....................................................................................................................... Page
Appendix A: Scoping Agreement and Fontana Roadway Classifications and Cross Sections
Appendix B: Existing Traffic Counts
Appendix C: HCM Analysis Sheets
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1.0 EXECUTIVE SUMMARY
This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed
Foothill & Tokay Avenue project located northwest of Foothill Boulevard and Tokay Avenue. The purpose of
this TIA 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 traffic impact analysis
guidelines.
The proposed project consists of 406 multifamily residential units. The site is currently zoned as R-5 and
classified as R-MFH Land Use in the City of Fontana General Plan Land Use Map. The project site is currently
vacant. The proposed project land use is permitted in the zone and does not require a zone change or General
Plan amendment.
The proposed project is anticipated to be built and generating trips in 2030. A growth rate of 2% was used to
account future traffic volumes.
The proposed project is projected to generate 162 total AM peak hour trips, 207 total PM peak hour trips
and 2,736 total daily trips.
The following intersections in the vicinity of the project site have been included in the intersection level of
service (LOS) analysis:
1. Almeria Avenue/Foothill Boulevard
2. Tokay Avenue/Foothill Boulevard
3. Citrus Avenue/Foothill Boulevard
4. Tokay Avenue/Project Driveway
This traffic analysis follows the City of Fontana Traffic Impact Analysis Preparation Guide (June 2020).
The study intersections and roadway segments are analyzed for the following study scenarios:
· Existing Project Baseline (2022) Traffic Conditions;
· Opening Year (2030) Without Project Conditions (Existing + Ambient + Cumulative);
· Opening Year (2030) With Project Conditions (Existing + Ambient + Cumulative + Project)
Existing Project Baseline (2022) Traffic Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for
Existing baseline conditions.
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Opening Year (2030) Without Project 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.
Opening Year (2030) with Project (OYP) Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for
opening year (2030) with project conditions.
1.2 ON-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 standard Caltrans and 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.
1.3 SUMMARY OF VEHICLES MILES TRAVELED ANALYSIS (VMT)
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). As the project falls within a low VMT generating
area, the project is presumed to have a less than significant transportation impact per City guidelines.
TJW Engineering, Inc.
HAI21004 Foothill & Tokay Avenue Traffic Impact Analysis 1
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2.0 INTRODUCTION
This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed
Foothill & Tokay Avenue project located northwest corner of Tokay Avenue and Foothill Boulevard. The
purpose of this TIA 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 Riverside impact analysis guidelines.
2.1 PROJECT DESCRIPTION
The proposed project consists of 406 multifamily residential units. The site is currently zoned as R-5 and
classified as R-MFH Land Use in the City of Fontana General Plan Land Use Map. The project site is currently
vacant. The proposed project land use is permitted in the zone and does not require a zone change or General
Plan amendment.
Site access is planned via full access driveway on Tokay Avenue.
The proposed project is anticipated to be built and generating trips in 2030. A growth rate of 2% was used to
account future traffic volumes.
Exhibit 1 shows the proposed project site plan.
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2.2 STUDY AREA
The following intersection in the vicinity of the project site have been included in the intersection level of
service (LOS) analysis:
1. Almeria Avenue/ Foothill Boulevard
2. Tokay Avenue/ Foothill Boulevard
3. Citrus Avenue/Foothill Boulevard
4. Tokay Avenue/ Project Driveway
This traffic analysis follows the City of Fontana Traffic Impact Analysis Preparation Guide (June 2020).
The study intersections and roadway segments are all located within the City of Fontana.
Exhibit 2 shows the location of the study intersections which are analyzed for the following study scenarios:
· Existing Project Baseline Year (2022) Traffic Conditions;
· Opening Year (2030) Without Project Conditions (Existing + Ambient + Cumulative);
· Opening Year (2030) With Project Conditions (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 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.
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levard1
23Almeria Avenue
Study Intersection LocationCitrus Avenue
Tokay Avenue
#4Project Driveway
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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.
This analysis utilizes PTV Vistro 2022 analysis software for the signalized intersection. 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
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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 Level of Service (LOS) Criteria
The City’s General Plan recommends a LOS standard of LOS C. Intersections which are forecast to operate at
unsatisfactory conditions (i.e. at LOS worse than LOS C for city intersections) shall be identified as
cumulatively significant deficiencies. 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). Note, thresholds for LOS A, B, and C do not apply to projects consistent with
the General Plan.
According to guidelines, a project is considered to cause a significant deficiency to a transportation system if
it:
Thresholds of Significant Deficiency
With Project LOS Significant Deficiency Threshold
A/B 10.0 Seconds
C 8.0 Seconds
D 5.0 Seconds
E 3.0 Seconds
F 1.0 Seconds
· Conflicts with an applicable plan, ordinance or policy establishing measures of effectiveness for the
performance of the circulation system, taking into account all modes of transportation including mass
transit and non-motorized travel.
· Conflicts with an applicable congestion management program (CMP), including, but not limited to
level of service standards, travel demand measures, or other standards established by the County
Congestion Management Agency for roadways or highways.
Conflicts with adopted policies or programs regarding public transit, bicycle or pedestrian facilities, or
otherwise decreases the performance or safety of such facilities.
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2.5 City of Fontana
The following types of traffic impacts are considered to be “Deficient”:
· When existing traffic conditions exceed the General Plan target LOS.
· When project traffic plus ambient growth plus existing traffic will deteriorate the LOS to below the target
LOS, and impacts cannot be mitigated though project conditions of approval.
· When cumulative traffic exceeds the target LOS, and impacts cannot be mitigated though the TUMF
and/or DIF network (or other funding mechanism), project conditions of approval, or other
implementation mechanism.
The applicant will participate in the funding or construction of off-site improvements, including traffic signals
that are needed to serve cumulative traffic conditions through the payment of the Transportation Uniform
Mitigation Fees (TUMF), City of Fontana Development Impact Fees (DIF), or a fair share contribution as
directed by the City. These fees are collected as part of a funding mechanism aimed at ensuring that regional
highways and arterial expansions keep pace with projected population increases. With regard to guidelines,
the above fees will address the project's fair share toward infrastructure improvements designed to alleviate
the cumulative impact.
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3.0 EXISTING PROJECT BASELINE (2021) 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
2.
Table 2:
Roadway Characteristics Within Study Area
Roadway Classification1 Jurisdiction Direction
Existing
Travel
Lanes
Median
Type2
Speed
Limit
(mph)
On-Street
Parking
Almeria Avenue Collector Street Fontana North-
South 2 NM 25 Yes
Tokay Avenue Modified Secondary
Highway/Collector Street Fontana North-
South 2 NM 35 Yes
Citrus Avenue Modified Secondary
Highway Fontana North-
South 4 NM 40 No
Foothill Boulevard Modified Major Highway Fontana East-West 4-6 RM 45 No
1: Sources: City of Fontana General Plan (2006)
2: TWLTL = Two-Way Left-Turn Lane, RM = Raised Median, NM = No Median.
Exhibit 3 show existing conditions study area intersection and roadway geometry.
3.2 CITY OF FONTANA GENERAL PLAN
The proposed project site is located within the City of Fontana. Appendix A contains the current City of
Fontana General Plan Roadway Functional Classifications.
3.3 EXISTING BICYCLE AND PEDESTRIAN FACILITIES
Class II on-street bicycle lanes are proposed on Foothill Boulevard from Cherry Avenue to Cedar Avenue.
Pedestrian facilities exist on Tokay Avenue along project frontage, and along Foothill Boulevard. There are
marked crosswalks at the intersection. The City of Fontana Bicycle Facilities is contained in Appendix A.
3.4 EXISTING PUBLIC TRANSIT SERVICES
The City of Fontana is served by Omnitrans which provides local and regional bus service throughout San
Bernardino County. The nearest transit bus stop is located south of the proposed project east and west of
Foothill Boulevard quarter mile from the project site (see Exhibit 4).
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3.5 EXISTING PROJECT BASELINE (2022) TRAFFIC VOLUMES
To determine the existing operation of the study intersections, AM and PM peak period traffic volumes were
collected on Monday, June 6, 2022. Detailed traffic count data is provided in the Appendix C.
Exhibit 5 shows existing AM and PM peak hour volumes at the study intersections.
3.6 EXISTING PROJECT BASELINE (2022) CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS
Existing Project Baseline (2022) conditions AM and PM peak hour intersection analysis is shown in Table 3.
Calculations are based on the existing geometrics at the study area intersections as shown in Exhibit 3. HCM
analysis sheets are provided in Appendix C.
Table 3:
Intersection Analysis – Existing Project Baseline (2022) Conditions
Intersection Control Type Peak Hour Existing Conditions
Delay1 LOS
#1 – Almeria Avenue/Foothill Boulevard Signal AM 11.2 B
PM 10.1 B
#2 – Tokay Avenue/Foothill Boulevard Signal AM 9.2 A
PM 11.3 B
#3 – Citrus Avenue/Foothill Boulevard Signal AM 31.9 C
PM 31.2 C
Note: 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 3, the study intersections are currently operating at an acceptable LOS during the AM and
PM peak hours for existing conditions.
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4.0 PROPOSED PROJECT
4.1 PROJECT DESCRIPTION
The proposed project consists of 406 multifamily residential units. The site is currently zoned as R-5 and
classified as R-MFH Land Use in the City of Fontana General Plan Land Use Map. The project site is currently
vacant. The proposed project land use is permitted in the zone and does not require a zone change or General
Plan amendment.
Site access is planning to have a full access driveway on Tokay Avenue.
The proposed project is anticipated to be built and generating trips in 2030. A growth rate of 2% was used to
account future traffic volumes.
Exhibit 1 previously showed the proposed project site plan.
4.2 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 (11th Edition, 2021) trip generation rates were used to determine trip generation of
for most of the proposed project land uses.
Table 4 summarizes the projected AM peak hour, PM peak hour and daily trip generation of the proposed
project.
Table 4:
Proposed Project AM/PM Peak Hour 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
Multifamily Housing (Low-Rise) (220) 406 DU 6.74 2,736 0.40 24:76 39 123 162 0.51 63:37 130 77 207
1: Rates from ITE Trip Generation (11th Edition, 2021)
2: DU = Dwelling Units
As shown in Table 4, the proposed project is projected to generate 162 total AM peak hour trips, 207 total
PM peak hour trips and 2,736 total daily trips.
4.3 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
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patterns to and from the project site. Exhibit 6 shows the general projected AM and PM trip distribution of
proposed project trips, respectively.
4.4 CUMULATIVE PROJECTS TRAFFIC
Guidelines require that other reasonably foreseeable development projects which are either approved or are
currently being processed in the study area also be included as part of a cumulative analysis scenario. A list
of cumulative projects was developed for this analysis through consultation with City of Fontana staff, and
obtainment of current development status reports. Exhibit 7 shows the location of nearby cumulative
developments. A summary of the cumulative projects land uses is shown in Table 5.
Table 5:
Cumulative Projects
Project1 Land Use2 Qty Units3
AM Peak Hour PM Peak Hour
Daily
In Out Total In Out Total
1 MCN 18-000066R1 General Light Industrial 80.00 TSF 52 7 59 7 45 52 390
2 MCN 19-000081 General Light Industrial 118.00 TSF 77 10 87 11 66 77 575
3 MCN 18000025R1 Senior Adult Housing - Multifamily 78 DU 5 11 16 11 9 20 253
4 MCN 19-000132 Single-Family Detached Housing 18 DU 3 10 13 11 6 17 170
5 MCN 18-000123R1 Single-Family Detached Housing 11 DU 2 6 8 6 4 10 104
6 MCN20-000030 Single-Family Detached Housing 96 DU 17 50 67 57 33 90 905
7 MCN 18-000105 Single-Family Detached Housing 8 DU 1 5 6 5 3 8 75
8 MCN 15-000036R1 Single-Family Detached Housing 19 DU 3 10 13 11 7 18 179
9 MCN 17-000023 Single-Family Detached Housing 15 DU 3 8 11 9 5 14 141
10 MCN 21-000043 Private High School 800 STU 312 216 528 59 93 152 1,736
11 MCN 21-000057 Multifamily Housing (Low-Rise) 18 DU 2 5 7 6 3 9 121
12 MCN 21-000016 Single-Family Detached Housing 2 DU 0 1 1 1 1 2 19
13 MCN 20-000047 Private High School 250 STU 97 68 165 19 29 48 543
14 MCN 18-000063R1 Multifamily Housing (Low-Rise) 28 DU 2 8 10 8 5 13 169
Strip Retail Plaza (<40k) 3.25 TSF 5 3 8 10 11 21 177
15 MCN 17-000004R1 Senior Adult Housing - Multifamily 72 DU 4 10 14 10 8 18 233
16 MCN 21-000030 Fast Food Restaurant with Drive-
Through 4.78 TSF 109 104 213 82 76 158 2,235
17 MCN 17-000079 Carwash 1 Tunnel - - - 39 39 78 -
Convenience Store 2.70 TSF 84 85 169 68 65 133 2,058
18 MCN 21-000042 Multifamily Housing (Low-Rise) 106 DU 10 32 42 34 20 54 714
19 MCN 17-000005 General Light Industrial 11.99 TSF 8 1 9 1 7 8 58
20 MCN 20-000052 Multifamily Housing (Low-Rise) 10 DU 1 3 4 3 2 5 67
Total 797 653 1,446 468 537 1,000 10,922
1: List of cumulative projects provided by the City of Fontana.
2: Source: Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021.
3: DU = Dwelling Units; TSF = Thousand Square Feet.
Not to Scaleϭϱ džŚŝďŝt ϲ͗ WƌoƉoƐeĚ dƌŝƉ ŝƐtƌŝďƵtŝoŶFoothill & Tokay Avenue Traffic Impact AnalysisHAI-21-004Legend:Project SitePercent Trip DistributionFoothill Bou
levard
Almeria Avenue30%35%5%15%50%20%10%15%5%Citrus Avenue
Tokay Avenue4Project Driveway
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Foothill & Tokay Avenue
Traffic Impact Analysis
HAI-21-004
17
5.0 OPENING YEAR (2030) WITHOUT PROJECT CONDITIONS (OY)
Opening year (2030) without project (OY) conditions analysis is intended to identify baseline conditions in the
near-term without the proposed project.
5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the existing plus ambient plus
cumulative scenario are consistent with those previously shown in Exhibit 3.
5.2 OY CONDITIONS TRAFFIC VOLUMES
OY volumes include background traffic plus the addition of the traffic projected to be generated by
cumulative projects. Since the proposed project is expected to be built and generating trips in 2030, OY
volumes include a growth rate of 2% per year for eight years, applied to existing volumes.
OY Volumes = (Existing (2022) Counts * 1.02^8) + Cumulative Traffic
Exhibit 8 shows OY AM and PM peak hour volumes at the study intersections.
5.3 OY INTERSECTION LEVEL OF SERVICE ANALYSIS
OY 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 3. HCM analysis sheets are provided
in Appendix C.
Table 6:
Intersection Analysis – OY Conditions
Intersection Control Type Peak Hour OY Conditions
Delay1 LOS
#1 – Almeria Avenue/Foothill Boulevard Signal AM 13.1 B
PM 11.8 B
#2 – Tokay Avenue/Foothill Boulevard Signal AM 9.5 A
PM 12.2 B
#3 – Citrus Avenue/Foothill Boulevard Signal AM 33.9 C
PM 34.6 C
Note: 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 projected to continue to operate at an acceptable LOS during
the AM and PM peak hours for OY conditions.
1,000Not to Scaleϭϴ džŚŝďŝt ϴ͗ Kz DͬWD WeaŬ ,oƵƌ /ŶteƌƐectŝoŶ solƵŵeƐFoothill & Tokay Avenue Traffic Impact AnalysisHAI-21-004AM PEAK HOURPM PEAK HOUR
Foothill & Tokay Avenue
Traffic Impact Analysis
HAI-21-004
19
6.0 OPENING YEAR (2030) WITH PROJECT CONDITIONS (OYP)
Opening year (2030) with project conditions (OYP) conditions analysis is intended to identify the project-
related cumulative impacts on the planned circulation system.
6.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the OYP scenario are consistent with
those previously shown in Exhibit 3 and do not assume recommended improvements identified in the OYP
scenario.
6.2 OYP TRAFFIC VOLUMES
OYP volumes include background traffic plus the addition of the traffic projected to be generated by the
proposed project and traffic projected to be generated by cumulative developments in the vicinity of the
proposed project. Cumulative developments are projects which are in various stages of planning, entitlement
and construction. Since the proposed project is expected to be built and generating trips in 2030, OYP
volumes include an ambient growth rate of 2% per year for eight years, applied to existing volumes. The
cumulative projects were previously discussed in Section 4.6 Cumulative Projects Traffic. Exhibit 9 shows
OYP AM and PM peak hour volumes at the study intersections.
OYP Volumes = (Existing (2022) Counts * 1.02^8) + Cumulative Projects Traffic + Project Traffic.
6.3 OYP CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS
OYP conditions AM and PM peak hour intersection analysis is shown in Table 7. HCM analysis sheets are
provided in Appendix C.
Table 7:
Intersection Analysis – OYP Conditions
Intersection Control Type Peak
Hour
OY Conditions OYP Conditions
Delay1 LOS Delay1 LOS Change Impact?
#1 – Almeria Avenue/Foothill Boulevard Signal AM 13.1 B 13.3 B 0.20 No
PM 11.8 B 11.8 B 0.10 No
#2 – Tokay Avenue/Foothill Boulevard Signal AM 9.5 A 12.3 B 2.80 No
PM 12.2 B 13.6 B 1.40 No
#3 – Citrus Avenue/Foothill Boulevard Signal AM 33.9 C 34.4 C 0.50 No
PM 34.6 C 34.9 C 0.30 No
#4 – Tokay Avenue/Project Driveway Two-Way Stop-
Control
AM - - 10.7 B - No
PM - - 13.6 B - No
Note: 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 7, the study intersections are projected to continue to operate at an acceptable LOS during
the AM and PM peak hours for OYP conditions.
Exhibit 9: OYP AM/PM Peak Hour Intersection Volumes
Not to Scaleϭϵ džŚŝďŝt ϵ͗ KzW DͬWD WeaŬ ,oƵƌ /ŶteƌƐectŝoŶ solƵŵeƐFoothill & Tokay Avenue Traffic Impact AnalysisHAI-21-004AM PEAK HOURPM PEAK HOUR20
Foothill & Tokay Avenue
Traffic Impact Analysis
HAI-21-004
20
7.0 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.
7.1 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 Section 15064.3 of the Guidelines for Implementation of the California Environmental
Quality Act. As the project falls within a half-mile of a high quality transit corridor, the project is presumed
to have a less than significant transportation impact per CEQA guidelines.
Using the SBCTA VMT Screening Tool the project is located in a low VMT area, therefore the project is
presumed to have a less than significant transportation impact per City guidelines see Figure 1 below.
Figure 1:
SBCTA VMT Screening Tool
21
Appendices
APPENDIX A
SCOPING AGREEMENT AND FONTANA ROADWAY CLASSIFICATIONS AND CROSS SECTIONS
Traffic Impact Analysis -14-Al 2008
Preparation Guide
This letter acknowledges the Riverside County Transportation Department requirements for traffic
impact analysis of the following project. The analysis must follow the Riverside County Transportation
Department Traffic Study Guidelines dated February 2005.
Case No. (i.e. TR, PM, CUP, PP)
Related Cases -
SP No.
EIR No.
GPA No.
CZ No.
Project Name:
Project Address:
Project Description:
Consultant Developer
Name:
Address:
Telephone:
Fax:
A. Trip Generation Source: (ITE 7th Edition or other)
Current GP Land Use Proposed Land Use
Current Zoning Proposed Zoning
Current Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Internal Trip Allowance Yes No (% Trip Discount)
Pass-By Trip Allowance Yes No (% Trip Discount)
A trip discount is allowed for appropriate land uses
. The trips at adjacent study area intersections and project driveways shall be
indicated on a report figure.
B.Trip Geographic Distribution:N % S % E % W %
(attach exhibit for detailed assignment)
C. Background Traffic
Phase Year(s) _________________
Annual Ambient Growth Rate: %
Other area projects to be analyzed:
Model/Forecast methodology
tment requirements for traffic
he Riverside County Transportation
This letter acknowledges the City of Fontana Engineering Department requirements for traffic
impact analysis of the following project. The analysis must follow the SBCTA Congestion Management
Plan (CMP) Guidelines Updated 2016.
MCN21-000079
Traffic Impact Analysis -5-
Preparation Guide
D. Study intersections:
1.
2.
3.
4.
5.
E. Study Roadway Segments:
1.
2.
3.
4.
5.
E. Other Jurisdictional Impacts
Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No
If so, name of City Jurisdiction:
F. Site Plan (please attach reduced copy)
G. Specific issues to be addressed in the Study (in addition to the standard analysis described
in the Guideline)(To be filled out by Transportation Department)
H. Existing Conditions
Traffic count data must be new or recent. Provide traffic count dates if using other than new counts.
Date of counts______________________________________________________________________
*NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to
submittal of this form. Transportation Department staff will not process the Scoping
Agreement prior to receipt of the fee.
Recommended by:
______________________________ _________
Consultant’s Representative Date
Scoping Agreement Submitted on _____________
Revised on ___________________
Approved Scoping Agreement:
_________________________
________Riverside Count
6.
7.
8.
9.
10.
6.
7.
8.
9.
10.
Project Trip Generation
Proposed Land Use1 Quantity 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
Multifamily Housing (Low-Rise)
(220) 406 DU 6.74 2,736 0.40 24:76 39 123 162 0.51 63:37 130 77 207
1: Rates from ITE Trip Generation (11th Edition, 2017).
2: DU = Dwelling Units
POOL
Α∆ΦΝΜΗ≅ Θ∆≅Κ ∆ΡΣ≅Σ∆ Χ∆Υ∆ΚΝΟΛ∆ΜΣ+ ΗΜΒ
87/ ΘΝΝΡ∆Υ∆ΚΣ+ ΡΤΗΣ∆ 00/
ΗΘΥΗΜ∆+ Β≅ 8151/
ΟΓΝΜ∆9 ∋838( 1/8,48//
Legend:Project SitePercent Trip Distribution1Not to ScaleHAI-21-004: Foothill & Tokay Avenue Traffic Impact AnalysisExhibit 1: Project Location and Trip Distribution2330%35%5%15%50%20%10%15%5%Study Intersection Location#4
APPENDIX B
EXISTING TRAFFIC COUNTS
File Name : 01_FON_Almeria_Foothill_AM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 1
City of Fontana
N/S: Almeria Avenue
E/W: Foothill Boulevard
Weather: Clear
Groups Printed- Total Volume
Almeria Avenue
Southbound
Foothill Boulevard
Westbound
Almeria Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 11 4 23 38 6 137 2 145 1 2 1 4 4 73 7 84 271
07:15 AM 12 10 16 38 4 154 3 161 1 1 2 4 3 67 6 76 279
07:30 AM 15 5 24 44 7 210 10 227 7 6 3 16 4 105 4 113 400
07:45 AM 7 11 30 48 6 196 10 212 7 10 5 22 10 85 6 101 383
Total 45 30 93 168 23 697 25 745 16 19 11 46 21 330 23 374 1333
08:00 AM 6 4 20 30 10 132 12 154 6 2 6 14 6 88 4 98 296
08:15 AM 5 6 18 29 12 168 9 189 2 5 4 11 4 93 4 101 330
08:30 AM 9 5 20 34 6 116 4 126 2 4 6 12 2 89 6 97 269
08:45 AM 11 10 11 32 5 162 10 177 2 3 6 11 8 112 5 125 345
Total 31 25 69 125 33 578 35 646 12 14 22 48 20 382 19 421 1240
Grand Total 76 55 162 293 56 1275 60 1391 28 33 33 94 41 712 42 795 2573
Apprch %25.9 18.8 55.3 4 91.7 4.3 29.8 35.1 35.1 5.2 89.6 5.3
Total %3 2.1 6.3 11.4 2.2 49.6 2.3 54.1 1.1 1.3 1.3 3.7 1.6 27.7 1.6 30.9
Almeria Avenue
Southbound
Foothill Boulevard
Westbound
Almeria Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 15 5 24 44 7 210 10 227 7 6 3 16 4 105 4 113 400
07:45 AM 7 11 30 48 6 196 10 212 7 10 5 22 10 85 6 101 383
08:00 AM 6 4 20 30 10 132 12 154 6 2 6 14 6 88 4 98 296
08:15 AM 5 6 18 29 12 168 9 189 2 5 4 11 4 93 4 101 330
Total Volume 33 26 92 151 35 706 41 782 22 23 18 63 24 371 18 413 1409
% App. Total 21.9 17.2 60.9 4.5 90.3 5.2 34.9 36.5 28.6 5.8 89.8 4.4
PHF .550 .591 .767 .786 .729 .840 .854 .861 .786 .575 .750 .716 .600 .883 .750 .914 .881
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 01_FON_Almeria_Foothill_AM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 2
City of Fontana
N/S: Almeria Avenue
E/W: Foothill Boulevard
Weather: Clear
Almeria Avenue Foothill Boulevard Foothill Boulevard Almeria Avenue
Right
92
Thru
26
Left
33
InOut Total
88 151 239 Right41 Thru706 Left35 OutTotalIn422 782 1204 Left
22
Thru
23
Right
18
Out TotalIn
79 63 142 Left24 Thru371 Right18 TotalOutIn820 413 1233 Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:00 AM 07:30 AM 07:30 AM 08:00 AM
+0 mins.11 4 23 38 7 210 10 227 7 6 3 16 6 88 4 98
+15 mins.12 10 16 38 6 196 10 212 7 10 5 22 4 93 4 101
+30 mins.15 5 24 44 10 132 12 154 6 2 6 14 2 89 6 97
+45 mins.7 11 30 48 12 168 9 189 2 5 4 11 8 112 5 125
Total Volume 45 30 93 168 35 706 41 782 22 23 18 63 20 382 19 421
% App. Total 26.8 17.9 55.4 4.5 90.3 5.2 34.9 36.5 28.6 4.8 90.7 4.5
PHF .750 .682 .775 .875 .729 .840 .854 .861 .786 .575 .750 .716 .625 .853 .792 .842
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 01_FON_Almeria_Foothill_PM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 1
City of Fontana
N/S: Almeria Avenue
E/W: Foothill Boulevard
Weather: Clear
Groups Printed- Total Volume
Almeria Avenue
Southbound
Foothill Boulevard
Westbound
Almeria Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 8 7 15 30 2 149 11 162 3 9 8 20 22 266 6 294 506
04:15 PM 8 2 15 25 12 146 23 181 6 11 8 25 16 284 3 303 534
04:30 PM 11 6 12 29 10 130 19 159 10 7 7 24 10 247 6 263 475
04:45 PM 10 3 11 24 6 181 26 213 8 12 7 27 27 323 4 354 618
Total 37 18 53 108 30 606 79 715 27 39 30 96 75 1120 19 1214 2133
05:00 PM 17 0 14 31 6 116 24 146 4 17 6 27 18 325 5 348 552
05:15 PM 13 3 13 29 4 164 20 188 3 9 8 20 25 238 8 271 508
05:30 PM 5 3 12 20 7 154 21 182 3 16 9 28 16 264 4 284 514
05:45 PM 19 12 17 48 6 150 9 165 2 13 5 20 27 256 1 284 517
Total 54 18 56 128 23 584 74 681 12 55 28 95 86 1083 18 1187 2091
Grand Total 91 36 109 236 53 1190 153 1396 39 94 58 191 161 2203 37 2401 4224
Apprch %38.6 15.3 46.2 3.8 85.2 11 20.4 49.2 30.4 6.7 91.8 1.5
Total %2.2 0.9 2.6 5.6 1.3 28.2 3.6 33 0.9 2.2 1.4 4.5 3.8 52.2 0.9 56.8
Almeria Avenue
Southbound
Foothill Boulevard
Westbound
Almeria Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 10 3 11 24 6 181 26 213 8 12 7 27 27 323 4 354 618
05:00 PM 17 0 14 31 6 116 24 146 4 17 6 27 18 325 5 348 552
05:15 PM 13 3 13 29 4 164 20 188 3 9 8 20 25 238 8 271 508
05:30 PM 5 3 12 20 7 154 21 182 3 16 9 28 16 264 4 284 514
Total Volume 45 9 50 104 23 615 91 729 18 54 30 102 86 1150 21 1257 2192
% App. Total 43.3 8.7 48.1 3.2 84.4 12.5 17.6 52.9 29.4 6.8 91.5 1.7
PHF .662 .750 .893 .839 .821 .849 .875 .856 .563 .794 .833 .911 .796 .885 .656 .888 .887
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 01_FON_Almeria_Foothill_PM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 2
City of Fontana
N/S: Almeria Avenue
E/W: Foothill Boulevard
Weather: Clear
Almeria Avenue Foothill Boulevard Foothill Boulevard Almeria Avenue
Right
50
Thru
9
Left
45
InOut Total
231 104 335 Right91 Thru615 Left23 OutTotalIn1225 729 1954 Left
18
Thru
54
Right
30
Out TotalIn
53 102 155 Left86 Thru1150 Right21 TotalOutIn683 1257 1940 Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 04:15 PM 04:15 PM
+0 mins.17 0 14 31 6 181 26 213 6 11 8 25 16 284 3 303
+15 mins.13 3 13 29 6 116 24 146 10 7 7 24 10 247 6 263
+30 mins.5 3 12 20 4 164 20 188 8 12 7 27 27 323 4 354
+45 mins.19 12 17 48 7 154 21 182 4 17 6 27 18 325 5 348
Total Volume 54 18 56 128 23 615 91 729 28 47 28 103 71 1179 18 1268
% App. Total 42.2 14.1 43.8 3.2 84.4 12.5 27.2 45.6 27.2 5.6 93 1.4
PHF .711 .375 .824 .667 .821 .849 .875 .856 .700 .691 .875 .954 .657 .907 .750 .895
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 02_FON_Tokay_Foothill_AM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 1
City of Fontana
N/S: Tokay Avenue
E/W: Foothill Boulevard
Weather: Clear
Groups Printed- Total Volume
Tokay Avenue
Southbound
Foothill Boulevard
Westbound
Tokay Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 6 4 4 14 2 143 4 149 5 8 2 15 0 78 4 82 260
07:15 AM 6 7 11 24 3 151 6 160 4 9 10 23 4 77 4 85 292
07:30 AM 3 4 15 22 2 168 1 171 20 6 10 36 4 111 3 118 347
07:45 AM 4 5 8 17 2 194 7 203 7 6 6 19 1 94 5 100 339
Total 19 20 38 77 9 656 18 683 36 29 28 93 9 360 16 385 1238
08:00 AM 3 6 11 20 6 151 9 166 9 13 6 28 2 87 6 95 309
08:15 AM 5 3 5 13 10 143 8 161 11 1 7 19 3 80 6 89 282
08:30 AM 4 5 9 18 5 129 4 138 9 7 11 27 3 100 8 111 294
08:45 AM 7 4 4 15 7 149 8 164 10 11 13 34 3 114 15 132 345
Total 19 18 29 66 28 572 29 629 39 32 37 108 11 381 35 427 1230
Grand Total 38 38 67 143 37 1228 47 1312 75 61 65 201 20 741 51 812 2468
Apprch %26.6 26.6 46.9 2.8 93.6 3.6 37.3 30.3 32.3 2.5 91.3 6.3
Total %1.5 1.5 2.7 5.8 1.5 49.8 1.9 53.2 3 2.5 2.6 8.1 0.8 30 2.1 32.9
Tokay Avenue
Southbound
Foothill Boulevard
Westbound
Tokay Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 6 7 11 24 3 151 6 160 4 9 10 23 4 77 4 85 292
07:30 AM 3 4 15 22 2 168 1 171 20 6 10 36 4 111 3 118 347
07:45 AM 4 5 8 17 2 194 7 203 7 6 6 19 1 94 5 100 339
08:00 AM 3 6 11 20 6 151 9 166 9 13 6 28 2 87 6 95 309
Total Volume 16 22 45 83 13 664 23 700 40 34 32 106 11 369 18 398 1287
% App. Total 19.3 26.5 54.2 1.9 94.9 3.3 37.7 32.1 30.2 2.8 92.7 4.5
PHF .667 .786 .750 .865 .542 .856 .639 .862 .500 .654 .800 .736 .688 .831 .750 .843 .927
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 02_FON_Tokay_Foothill_AM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 2
City of Fontana
N/S: Tokay Avenue
E/W: Foothill Boulevard
Weather: Clear
Tokay Avenue Foothill Boulevard Foothill Boulevard Tokay Avenue
Right
45
Thru
22
Left
16
InOut Total
68 83 151 Right23 Thru664 Left13 OutTotalIn417 700 1117 Left
40
Thru
34
Right
32
Out TotalIn
53 106 159 Left11 Thru369 Right18 TotalOutIn749 398 1147 Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 08:00 AM 08:00 AM
+0 mins.6 7 11 24 2 168 1 171 9 13 6 28 2 87 6 95
+15 mins.3 4 15 22 2 194 7 203 11 1 7 19 3 80 6 89
+30 mins.4 5 8 17 6 151 9 166 9 7 11 27 3 100 8 111
+45 mins.3 6 11 20 10 143 8 161 10 11 13 34 3 114 15 132
Total Volume 16 22 45 83 20 656 25 701 39 32 37 108 11 381 35 427
% App. Total 19.3 26.5 54.2 2.9 93.6 3.6 36.1 29.6 34.3 2.6 89.2 8.2
PHF .667 .786 .750 .865 .500 .845 .694 .863 .886 .615 .712 .794 .917 .836 .583 .809
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 02_FON_Tokay_Foothill_PM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 1
City of Fontana
N/S: Tokay Avenue
E/W: Foothill Boulevard
Weather: Clear
Groups Printed- Total Volume
Tokay Avenue
Southbound
Foothill Boulevard
Westbound
Tokay Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 5 12 5 22 8 152 7 167 12 11 17 40 6 278 16 300 529
04:15 PM 3 8 8 19 16 145 11 172 23 18 20 61 12 283 10 305 557
04:30 PM 7 4 5 16 9 146 11 166 17 38 14 69 11 268 11 290 541
04:45 PM 4 3 5 12 13 182 8 203 11 18 14 43 15 287 14 316 574
Total 19 27 23 69 46 625 37 708 63 85 65 213 44 1116 51 1211 2201
05:00 PM 6 6 3 15 8 146 10 164 17 23 18 58 11 335 11 357 594
05:15 PM 1 3 4 8 12 160 11 183 11 14 17 42 11 254 9 274 507
05:30 PM 7 6 2 15 7 167 16 190 17 32 20 69 20 257 10 287 561
05:45 PM 6 6 9 21 8 130 13 151 12 25 13 50 12 245 12 269 491
Total 20 21 18 59 35 603 50 688 57 94 68 219 54 1091 42 1187 2153
Grand Total 39 48 41 128 81 1228 87 1396 120 179 133 432 98 2207 93 2398 4354
Apprch %30.5 37.5 32 5.8 88 6.2 27.8 41.4 30.8 4.1 92 3.9
Total %0.9 1.1 0.9 2.9 1.9 28.2 2 32.1 2.8 4.1 3.1 9.9 2.3 50.7 2.1 55.1
Tokay Avenue
Southbound
Foothill Boulevard
Westbound
Tokay Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 3 8 8 19 16 145 11 172 23 18 20 61 12 283 10 305 557
04:30 PM 7 4 5 16 9 146 11 166 17 38 14 69 11 268 11 290 541
04:45 PM 4 3 5 12 13 182 8 203 11 18 14 43 15 287 14 316 574
05:00 PM 6 6 3 15 8 146 10 164 17 23 18 58 11 335 11 357 594
Total Volume 20 21 21 62 46 619 40 705 68 97 66 231 49 1173 46 1268 2266
% App. Total 32.3 33.9 33.9 6.5 87.8 5.7 29.4 42 28.6 3.9 92.5 3.6
PHF .714 .656 .656 .816 .719 .850 .909 .868 .739 .638 .825 .837 .817 .875 .821 .888 .954
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 02_FON_Tokay_Foothill_PM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 2
City of Fontana
N/S: Tokay Avenue
E/W: Foothill Boulevard
Weather: Clear
Tokay Avenue Foothill Boulevard Foothill Boulevard Tokay Avenue
Right
21
Thru
21
Left
20
InOut Total
186 62 248 Right40 Thru619 Left46 OutTotalIn1259 705 1964 Left
68
Thru
97
Right
66
Out TotalIn
113 231 344 Left49 Thru1173 Right46 TotalOutIn708 1268 1976 Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:15 PM 04:15 PM
+0 mins.5 12 5 22 13 182 8 203 23 18 20 61 12 283 10 305
+15 mins.3 8 8 19 8 146 10 164 17 38 14 69 11 268 11 290
+30 mins.7 4 5 16 12 160 11 183 11 18 14 43 15 287 14 316
+45 mins.4 3 5 12 7 167 16 190 17 23 18 58 11 335 11 357
Total Volume 19 27 23 69 40 655 45 740 68 97 66 231 49 1173 46 1268
% App. Total 27.5 39.1 33.3 5.4 88.5 6.1 29.4 42 28.6 3.9 92.5 3.6
PHF .679 .563 .719 .784 .769 .900 .703 .911 .739 .638 .825 .837 .817 .875 .821 .888
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 03_FON_Citrus_Foothill_AM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 1
City of Fontana
N/S: Citrus Avenue
E/W: Foothill Boulevard
Weather: Clear
Groups Printed- Total Volume
Citrus Avenue
Southbound
Foothill Boulevard
Westbound
Citrus Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 19 82 15 116 39 101 12 152 15 47 14 76 21 44 16 81 425
07:15 AM 22 139 21 182 44 119 9 172 25 74 9 108 19 58 19 96 558
07:30 AM 28 128 26 182 47 149 15 211 18 91 19 128 25 78 22 125 646
07:45 AM 17 94 32 143 42 133 13 188 27 106 25 158 27 71 15 113 602
Total 86 443 94 623 172 502 49 723 85 318 67 470 92 251 72 415 2231
08:00 AM 26 118 22 166 35 118 16 169 26 101 17 144 23 57 17 97 576
08:15 AM 26 79 15 120 36 116 9 161 18 67 16 101 20 75 21 116 498
08:30 AM 16 80 16 112 46 106 12 164 11 74 14 99 23 69 20 112 487
08:45 AM 35 89 15 139 53 122 13 188 28 84 23 135 39 95 22 156 618
Total 103 366 68 537 170 462 50 682 83 326 70 479 105 296 80 481 2179
Grand Total 189 809 162 1160 342 964 99 1405 168 644 137 949 197 547 152 896 4410
Apprch %16.3 69.7 14 24.3 68.6 7 17.7 67.9 14.4 22 61 17
Total %4.3 18.3 3.7 26.3 7.8 21.9 2.2 31.9 3.8 14.6 3.1 21.5 4.5 12.4 3.4 20.3
Citrus Avenue
Southbound
Foothill Boulevard
Westbound
Citrus Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 22 139 21 182 44 119 9 172 25 74 9 108 19 58 19 96 558
07:30 AM 28 128 26 182 47 149 15 211 18 91 19 128 25 78 22 125 646
07:45 AM 17 94 32 143 42 133 13 188 27 106 25 158 27 71 15 113 602
08:00 AM 26 118 22 166 35 118 16 169 26 101 17 144 23 57 17 97 576
Total Volume 93 479 101 673 168 519 53 740 96 372 70 538 94 264 73 431 2382
% App. Total 13.8 71.2 15 22.7 70.1 7.2 17.8 69.1 13 21.8 61.3 16.9
PHF .830 .862 .789 .924 .894 .871 .828 .877 .889 .877 .700 .851 .870 .846 .830 .862 .922
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 03_FON_Citrus_Foothill_AM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 2
City of Fontana
N/S: Citrus Avenue
E/W: Foothill Boulevard
Weather: Clear
Citrus Avenue Foothill Boulevard Foothill Boulevard Citrus Avenue
Right
101
Thru
479
Left
93
InOut Total
519 673 1192 Right53 Thru519 Left168 OutTotalIn427 740 1167 Left
96
Thru
372
Right
70
Out TotalIn
720 538 1258 Left94 Thru264 Right73 TotalOutIn716 431 1147 Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 08:00 AM
+0 mins.22 139 21 182 44 119 9 172 25 74 9 108 23 57 17 97
+15 mins.28 128 26 182 47 149 15 211 18 91 19 128 20 75 21 116
+30 mins.17 94 32 143 42 133 13 188 27 106 25 158 23 69 20 112
+45 mins.26 118 22 166 35 118 16 169 26 101 17 144 39 95 22 156
Total Volume 93 479 101 673 168 519 53 740 96 372 70 538 105 296 80 481
% App. Total 13.8 71.2 15 22.7 70.1 7.2 17.8 69.1 13 21.8 61.5 16.6
PHF .830 .862 .789 .924 .894 .871 .828 .877 .889 .877 .700 .851 .673 .779 .909 .771
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 03_FON_Citrus_Foothill_PM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 1
City of Fontana
N/S: Citrus Avenue
E/W: Foothill Boulevard
Weather: Clear
Groups Printed- Total Volume
Citrus Avenue
Southbound
Foothill Boulevard
Westbound
Citrus Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 41 105 20 166 68 125 31 224 27 168 31 226 64 210 35 309 925
04:15 PM 27 86 14 127 45 110 16 171 27 118 14 159 50 217 37 304 761
04:30 PM 26 111 15 152 64 105 18 187 34 140 20 194 66 176 31 273 806
04:45 PM 21 120 13 154 65 129 28 222 43 143 24 210 60 186 43 289 875
Total 115 422 62 599 242 469 93 804 131 569 89 789 240 789 146 1175 3367
05:00 PM 31 98 11 140 51 120 26 197 25 138 34 197 61 228 43 332 866
05:15 PM 27 111 10 148 55 129 26 210 24 147 20 191 65 177 41 283 832
05:30 PM 28 122 11 161 51 131 22 204 34 154 21 209 49 191 21 261 835
05:45 PM 24 114 16 154 63 99 24 186 32 128 22 182 69 191 28 288 810
Total 110 445 48 603 220 479 98 797 115 567 97 779 244 787 133 1164 3343
Grand Total 225 867 110 1202 462 948 191 1601 246 1136 186 1568 484 1576 279 2339 6710
Apprch %18.7 72.1 9.2 28.9 59.2 11.9 15.7 72.4 11.9 20.7 67.4 11.9
Total %3.4 12.9 1.6 17.9 6.9 14.1 2.8 23.9 3.7 16.9 2.8 23.4 7.2 23.5 4.2 34.9
Citrus Avenue
Southbound
Foothill Boulevard
Westbound
Citrus Avenue
Northbound
Foothill Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 21 120 13 154 65 129 28 222 43 143 24 210 60 186 43 289 875
05:00 PM 31 98 11 140 51 120 26 197 25 138 34 197 61 228 43 332 866
05:15 PM 27 111 10 148 55 129 26 210 24 147 20 191 65 177 41 283 832
05:30 PM 28 122 11 161 51 131 22 204 34 154 21 209 49 191 21 261 835
Total Volume 107 451 45 603 222 509 102 833 126 582 99 807 235 782 148 1165 3408
% App. Total 17.7 74.8 7.5 26.7 61.1 12.2 15.6 72.1 12.3 20.2 67.1 12.7
PHF .863 .924 .865 .936 .854 .971 .911 .938 .733 .945 .728 .961 .904 .857 .860 .877 .974
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
File Name : 03_FON_Citrus_Foothill_PM
Site Code : 23622536
Start Date : 6/6/2022
Page No : 2
City of Fontana
N/S: Citrus Avenue
E/W: Foothill Boulevard
Weather: Clear
Citrus Avenue Foothill Boulevard Foothill Boulevard Citrus Avenue
Right
45
Thru
451
Left
107
InOut Total
919 603 1522 Right102 Thru509 Left222 OutTotalIn988 833 1821 Left
126
Thru
582
Right
99
Out TotalIn
821 807 1628 Left235 Thru782 Right148 TotalOutIn680 1165 1845 Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:15 PM
+0 mins.21 120 13 154 65 129 28 222 43 143 24 210 50 217 37 304
+15 mins.31 98 11 140 51 120 26 197 25 138 34 197 66 176 31 273
+30 mins.27 111 10 148 55 129 26 210 24 147 20 191 60 186 43 289
+45 mins.28 122 11 161 51 131 22 204 34 154 21 209 61 228 43 332
Total Volume 107 451 45 603 222 509 102 833 126 582 99 807 237 807 154 1198
% App. Total 17.7 74.8 7.5 26.7 61.1 12.2 15.6 72.1 12.3 19.8 67.4 12.9
PHF .863 .924 .865 .936 .854 .971 .911 .938 .733 .945 .728 .961 .898 .885 .895 .902
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
counts@countsunlimited.com
APPENDIX C
HCM ANALYSIS WORKSHEETS
EXISTING PROJECT BASELINE (2021) CONDITIONS
Intersection Analysis Summary
6/24/2022Report File: C:\...\E AM.pdf
Scenario 1 E AMVistro File: C:\...\HAI21004 Base.vistro
Foothill & Tokay Avenue
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.
C31.90.450WB LeftHCM 6th
EditionSignalizedCitrus Ave/Foothill Blvd3
A9.20.184EB LeftHCM 6th
EditionSignalizedTokay Ave/Foothill Blvd2
B11.20.347EB LeftHCM 6th
EditionSignalizedAlmeria Ave/Foothill Blvd1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
6/24/20221
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.347Volume to Capacity (v/c):
BLevel Of Service:
11.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Almeria Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001000000No. 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
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Intersection Setup
6/24/20222
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
478014020421271043037202625Total Analysis Volume [veh/h]
1220010510572679576Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88100.88100.88100.88100.88100.88100.88100.88100.88100.88100.88100.8810Peak Hour Factor
41706351837124922633182322Total 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
41706351837124922633182322Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Volumes
6/24/20223
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
027100271004300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20224
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
7.9178.8539.5127.8725.4327.23150.0656.8595th-Percentile Queue Length [ft/ln]
0.323.151.581.111.021.096.002.2795th-Percentile Queue Length [veh/ln]
4.3943.8121.9515.4914.1315.1383.3731.5950th-Percentile Queue Length [ft/ln]
0.181.750.880.620.570.613.331.2650th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoCritical Lane Group
AADAADDCLane Group LOS
3.895.1045.774.464.3645.9436.5232.38d, Delay for Lane Group [s/veh]
0.040.320.590.120.120.520.640.27X, 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]
0.070.337.860.190.107.632.580.53d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.11k, delay calibration
3.824.7737.914.274.2638.3133.9331.85d1, Uniform Delay [s]
11232516681275248552266267c, Capacity [veh/h]
16153618181018563618181016841642s, saturation flow rate [veh/h]
0.030.220.020.080.080.010.100.04(v / s)_i Volume / Saturation Flow Rate
0.700.700.040.690.690.030.120.12g / C, Green / Cycle
56563555521010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8080808080808080C, Cycle Length [s]
RCLCCLCCLane Group
Lane Group Calculations
6/24/20225
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]32.38 32.38 32.38 36.52 36.52 36.52 45.94 4.39 4.46 45.77 5.10 3.89
Movement LOS C C C D D D D A A D A A
d_A, Approach Delay [s/veh]32.38 36.52 6.79 6.87
Approach LOS C D A A
d_I, Intersection Delay [s/veh]11.15
Intersection LOS B
Intersection V/C 0.347
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]31.52 31.52 31.52 31.52
I_p,int, Pedestrian LOS Score for Intersection 2.166 2.193 2.917 2.928
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]975 975 575 575
d_b, Bicycle Delay [s]10.51 10.51 20.32 20.32
I_b,int, Bicycle LOS Score for Intersection 1.677 1.842 1.817 2.292
Bicycle LOS A A A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/20226
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.184Volume to Capacity (v/c):
ALevel Of Service:
9.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Tokay Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0025.0035.00Speed [mph]
0.000.00100.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
001100000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100001No. 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
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Intersection Setup
6/24/20227
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
24696141938712472317343642Total Analysis Volume [veh/h]
61743597312648910Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor
23664131836911452216323440Total 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
23664131836911452216323440Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Volumes
6/24/20228
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400330Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02790281004300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20229
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
47.7543.6615.5225.5523.3613.6258.5814.7256.9136.4995th-Percentile Queue Length [ft/ln]
1.911.750.621.020.930.542.340.592.281.4695th-Percentile Queue Length [veh/ln]
26.5324.268.6214.2012.987.5732.548.1831.6120.2750th-Percentile Queue Length [ft/ln]
1.060.970.340.570.520.301.300.331.260.8150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoNoCritical Lane Group
AADAADCDCDLane Group LOS
3.963.8147.363.643.5648.0433.7536.2433.6337.54d, Delay for Lane Group [s/veh]
0.180.180.430.100.100.410.360.100.350.25X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.300.158.460.160.089.021.090.261.010.78d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
3.663.6638.903.483.4839.0232.6635.9832.6236.75d1, Uniform Delay [s]
13422599331329259129197168202167c, Capacity [veh/h]
1868361818101855361818101699135217501352s, saturation flow rate [veh/h]
0.130.130.010.070.070.010.040.010.040.03(v / s)_i Volume / Saturation Flow Rate
0.720.720.020.720.720.020.120.120.120.12g / C, Green / Cycle
58581575719999g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
80808080808080808080C, Cycle Length [s]
CCLCCLCLCLLane Group
Lane Group Calculations
6/24/202210
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]37.54 33.63 33.63 36.24 33.75 33.75 48.04 3.59 3.64 47.36 3.86 3.96
Movement LOS D C C D C C D A A D A A
d_A, Approach Delay [s/veh]35.09 34.24 4.86 4.69
Approach LOS D C A A
d_I, Intersection Delay [s/veh]9.17
Intersection LOS A
Intersection V/C 0.184
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]31.53 31.53 31.53 31.53
I_p,int, Pedestrian LOS Score for Intersection 2.000 1.979 2.927 2.888
Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]974 974 600 575
d_b, Bicycle Delay [s]10.52 10.52 19.62 20.33
I_b,int, Bicycle LOS Score for Intersection 1.744 1.703 1.790 1.963
Bicycle LOS A A A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/202211
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.450Volume to Capacity (v/c):
CLevel Of Service:
31.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Citrus Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101001001001No. 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
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Intersection Setup
6/24/202212
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
575631827928610211052010176403104Total Analysis Volume [veh/h]
141414620722527130251910126Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor
535191687326494101479937037296Total 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
535191687326494101479937037296Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Volumes
6/24/202213
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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]
0230021003100310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03214030120401104011Split [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 IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/202214
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
48.91259.15221.3072.76134.33117.27174.85184.37117.44126.13131.57120.6795th-Percentile Queue Length [ft/ln]
1.9610.378.852.915.374.696.997.374.705.055.264.8395th-Percentile Queue Length [veh/ln]
27.17156.55128.3940.4274.6365.1597.14102.4365.2570.0773.0967.0450th-Percentile Queue Length [ft/ln]
1.096.265.141.622.992.613.894.102.612.802.922.6850th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CDEDDDBBDBBDLane Group LOS
33.0540.3562.5236.7337.9252.7315.3815.3052.9114.2514.1952.73d, Delay for Lane Group [s/veh]
0.190.840.950.320.520.780.340.340.780.260.260.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.312.9420.230.750.769.371.040.989.500.700.659.42d2, 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
32.7437.4142.2935.9837.1643.3614.3414.3243.4113.5613.5443.31d1, Uniform Delay [s]
299670192245550131894951130902954133c, Capacity [veh/h]
161536181810161536181810178719001810179719001810s, saturation flow rate [veh/h]
0.040.160.100.050.080.060.170.170.060.130.130.06(v / s)_i Volume / Saturation Flow Rate
0.180.180.110.150.150.070.500.500.070.500.500.07g / C, Green / Cycle
181810141474848748487g_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]
959595959595959595959595C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
6/24/202215
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]52.73 14.22 14.25 52.91 15.33 15.38 52.73 37.92 36.73 62.52 40.35 33.05
Movement LOS D B B D B B D D D E D C
d_A, Approach Delay [s/veh]21.09 20.53 40.96 44.86
Approach LOS C C D D
d_I, Intersection Delay [s/veh]31.90
Intersection LOS C
Intersection V/C 0.450
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]38.97 38.97 38.97 38.97
I_p,int, Pedestrian LOS Score for Intersection 2.659 2.640 2.858 2.765
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]757 757 547 589
d_b, Bicycle Delay [s]18.36 18.36 25.09 23.66
I_b,int, Bicycle LOS Score for Intersection 2.041 2.163 1.945 2.221
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6/24/202216
Scenario 1: 1 E AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Intersection Analysis Summary
6/24/2022Report File: C:\...\E PM.pdf
Scenario 2 E PMVistro File: C:\...\HAI21004 Base.vistro
Foothill & Tokay Avenue
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.
C31.20.427WB LeftHCM 6th
EditionSignalizedCitrus Ave/Foothill Blvd3
B11.30.365EB LeftHCM 6th
EditionSignalizedTokay Ave/Foothill Blvd2
B10.10.334EB LeftHCM 6th
EditionSignalizedAlmeria Ave/Foothill Blvd1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
6/24/20221
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.334Volume to Capacity (v/c):
BLevel Of Service:
10.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Almeria Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001000000No. 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
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Intersection Setup
6/24/20222
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
1036932624129797561051346120Total Analysis Volume [veh/h]
261736632424143138155Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
91615232111508650945305418Total 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
91615232111508650945305418Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Volumes
6/24/20223
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02590281204300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20224
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
21.7179.8026.0891.4082.4893.4398.7996.3995th-Percentile Queue Length [ft/ln]
0.873.191.043.663.303.743.953.8695th-Percentile Queue Length [veh/ln]
12.0644.3414.4950.7845.8251.9054.8853.5550th-Percentile Queue Length [ft/ln]
0.481.770.582.031.832.082.202.1450th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoYesNoCritical Lane Group
AADAADCCLane Group LOS
5.035.9245.445.304.9745.6834.7834.50d, Delay for Lane Group [s/veh]
0.100.290.500.340.340.760.460.44X, 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]
0.180.307.120.700.369.111.271.14d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.11k, delay calibration
4.855.6238.314.604.6036.5833.5133.36d1, Uniform Delay [s]
107123995213262549127256263c, Capacity [veh/h]
16153618181018823618181016411800s, saturation flow rate [veh/h]
0.060.190.010.240.240.050.070.06(v / s)_i Volume / Saturation Flow Rate
0.660.660.030.710.710.070.120.12g / C, Green / Cycle
535325656699g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8080808080808080C, Cycle Length [s]
RCLCCLCCLane Group
Lane Group Calculations
6/24/20225
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]34.50 34.50 34.50 34.78 34.78 34.78 45.68 5.08 5.30 45.44 5.92 5.03
Movement LOS C C C C C C D A A D A A
d_A, Approach Delay [s/veh]34.50 34.78 7.86 7.06
Approach LOS C C A A
d_I, Intersection Delay [s/veh]10.11
Intersection LOS B
Intersection V/C 0.334
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]31.53 31.53 31.53 31.53
I_p,int, Pedestrian LOS Score for Intersection 1.796 1.895 3.010 3.123
Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]974 974 600 525
d_b, Bicycle Delay [s]10.52 10.52 19.62 21.78
I_b,int, Bicycle LOS Score for Intersection 1.749 1.753 2.340 2.238
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/20226
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.365Volume to Capacity (v/c):
BLevel Of Service:
11.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Tokay Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0025.0035.00Speed [mph]
0.000.00100.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
001000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Intersection Setup
6/24/20227
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
4264948481230512222216910271Total Analysis Volume [veh/h]
10162121230713665172518Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor
406194646117349212120669768Total 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
406194646117349212120669768Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Volumes
6/24/20228
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400330Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02690281104300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20229
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
55.7851.8448.62117.73108.7751.7735.3319.72154.4560.9295th-Percentile Queue Length [ft/ln]
2.232.071.944.714.352.071.410.796.182.4495th-Percentile Queue Length [veh/ln]
30.9928.8027.0165.4160.4328.7619.6310.9685.8133.8550th-Percentile Queue Length [ft/ln]
1.241.151.082.622.421.150.790.443.431.3550th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoCritical Lane Group
AADAADCDDDLane Group LOS
5.004.8345.796.015.6546.0931.8640.6639.3936.62d, Delay for Lane Group [s/veh]
0.190.190.630.340.340.640.200.200.770.35X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.330.178.070.730.388.420.450.945.501.03d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
4.674.6737.725.275.2737.6731.4139.7333.8935.59d1, Uniform Delay [s]
12542463771271246879219104223203c, Capacity [veh/h]
1842361818101864361818101746123317741384s, saturation flow rate [veh/h]
0.130.130.030.230.230.030.030.020.100.05(v / s)_i Volume / Saturation Flow Rate
0.680.680.040.680.680.040.130.130.130.13g / C, Green / Cycle
555535555310101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
80808080808080808080C, Cycle Length [s]
CCLCCLCLCLLane Group
Lane Group Calculations
6/24/202210
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.62 39.39 39.39 40.66 31.86 31.86 46.09 5.76 6.01 45.79 4.88 5.00
Movement LOS D D D D C C D A A D A A
d_A, Approach Delay [s/veh]38.57 34.70 7.32 7.55
Approach LOS D C A A
d_I, Intersection Delay [s/veh]11.32
Intersection LOS B
Intersection V/C 0.365
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]31.53 31.53 31.53 31.53
I_p,int, Pedestrian LOS Score for Intersection 2.072 2.006 2.979 3.002
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]974 974 600 550
d_b, Bicycle Delay [s]10.52 10.52 19.62 21.04
I_b,int, Bicycle LOS Score for Intersection 1.959 1.667 2.291 1.966
Bicycle LOS A A B A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/202211
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.427Volume to Capacity (v/c):
CLevel Of Service:
31.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Citrus Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101001001001No. 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
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Intersection Setup
6/24/202212
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
545331727527197104492957238299Total Analysis Volume [veh/h]
14133431968242612324189525Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.9740Peak Hour Factor
535191687326494101479937037296Total 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
535191687326494101479937037296Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Volumes
6/24/202213
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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]
0230021003100310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03214030120401104011Split [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 IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/202214
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
46.86248.62200.9270.21129.05112.01157.00165.29111.05113.68118.40115.3195th-Percentile Queue Length [ft/ln]
1.879.948.042.815.164.486.286.614.444.554.744.6195th-Percentile Queue Length [veh/ln]
26.03148.65113.5439.0071.7062.2387.2291.8361.7063.1665.7864.0650th-Percentile Queue Length [ft/ln]
1.045.954.541.562.872.493.493.672.472.532.632.5650th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CDEDDDBBDBBDLane Group LOS
33.6840.7655.7337.7338.8953.1014.2514.1853.3513.2313.1853.05d, Delay for Lane Group [s/veh]
0.190.830.900.330.530.770.310.310.770.240.240.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.322.9413.700.850.889.560.900.849.740.600.569.57d2, 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
33.3737.8242.0336.8838.0243.5313.3513.3443.6112.6312.6143.48d1, Uniform Delay [s]
285639192227507126920979123930984128c, Capacity [veh/h]
161536181810161536181810178719001810179719001810s, saturation flow rate [veh/h]
0.030.150.100.050.070.050.160.160.050.120.120.05(v / s)_i Volume / Saturation Flow Rate
0.180.180.110.140.140.070.520.520.070.520.520.07g / C, Green / Cycle
171710131374949649497g_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]
959595959595959595959595C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
6/24/202215
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.05 13.20 13.23 53.35 14.20 14.25 53.10 38.89 37.73 55.73 40.76 33.68
Movement LOS D B B D B B D D D E D C
d_A, Approach Delay [s/veh]20.34 19.59 41.81 43.65
Approach LOS C B D D
d_I, Intersection Delay [s/veh]31.25
Intersection LOS C
Intersection V/C 0.427
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]38.97 38.97 38.97 38.97
I_p,int, Pedestrian LOS Score for Intersection 2.640 2.622 2.844 2.749
Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]757 757 547 589
d_b, Bicycle Delay [s]18.36 18.36 25.09 23.66
I_b,int, Bicycle LOS Score for Intersection 2.016 2.130 1.925 2.186
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6/24/202216
Scenario 2: 2 E PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
OY CONDITIONS
Intersection Analysis Summary
6/24/2022Report File: C:\...\OY AM.pdf
Scenario 3 OY AMVistro File: C:\...\HAI21004 Base.vistro
Foothill & Tokay Avenue
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.
C33.90.530WB LeftHCM 6th
EditionSignalizedCitrus Ave/Foothill Blvd3
A9.50.227EB LeftHCM 6th
EditionSignalizedTokay Ave/Foothill Blvd2
B13.10.321WB LeftHCM 6th
EditionSignalizedAlmeria Ave/Foothill Blvd1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
6/24/20221
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.321Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Almeria Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001000000No. 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
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Intersection Setup
6/24/20222
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
649444724504391453474243130Total Analysis Volume [veh/h]
162361261261036918687Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88100.88100.88100.88100.88100.88100.88100.88100.88100.88100.88100.8810Peak Hour Factor
568324121444341283065212726Total 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]
85009620026000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
41706351837124922633182322Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Volumes
6/24/20223
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02515025904600400Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
067023040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl 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 IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20224
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
11.51103.9946.1134.0231.1038.27233.2269.2095th-Percentile Queue Length [ft/ln]
0.464.161.841.361.241.539.332.7795th-Percentile Queue Length [veh/ln]
6.3957.7725.6118.9017.2821.26137.1838.4550th-Percentile Queue Length [ft/ln]
0.262.311.020.760.690.855.491.5450th-Percentile Queue Length [veh/ln]
NoYesNoNoNoNoNoYesCritical Lane Group
AADAADDCLane Group LOS
4.195.7645.704.594.4745.2442.9833.15d, Delay for Lane Group [s/veh]
0.060.380.620.140.140.570.850.33X, 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]
0.100.447.970.230.127.346.870.72d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.11k, delay calibration
4.095.3237.734.354.3537.9036.1132.43d1, Uniform Delay [s]
11092484761275248468297260c, Capacity [veh/h]
16153618181018563618181016141641s, saturation flow rate [veh/h]
0.040.260.030.100.100.020.160.05(v / s)_i Volume / Saturation Flow Rate
0.690.690.040.690.690.040.150.12g / C, Green / Cycle
55553555531210g_i, Effective Green Time [s]
2.002.002.002.002.002.000.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8080808080808080C, Cycle Length [s]
RCLCCLCCLane Group
Lane Group Calculations
6/24/20225
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]33.15 33.15 33.15 42.98 42.98 42.98 45.24 4.50 4.59 45.70 5.76 4.19
Movement LOS C C C D D D D A A D A A
d_A, Approach Delay [s/veh]33.15 42.98 7.31 7.45
Approach LOS C D A A
d_I, Intersection Delay [s/veh]13.11
Intersection LOS B
Intersection V/C 0.321
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]31.53 31.53 31.53 31.53
I_p,int, Pedestrian LOS Score for Intersection 2.173 2.221 2.985 2.988
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]900 1049 525 525
d_b, Bicycle Delay [s]12.12 9.04 21.78 21.78
I_b,int, Bicycle LOS Score for Intersection 1.700 1.977 1.871 2.430
Bicycle LOS A A A B
----------------Ring 4
----------------Ring 3
------------876-Ring 2
------------432-Ring 1
Sequence
6/24/20226
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.227Volume to Capacity (v/c):
ALevel Of Service:
9.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Tokay Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0025.0035.00Speed [mph]
0.000.00100.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
001000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001100001No. 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
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Intersection Setup
6/24/20227
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
40850162849814582823404353Total Analysis Volume [veh/h]
102134712541576101113Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.9270Peak Hour Factor
37788152646213542621374049Total 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]
01005300102002Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04041.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
36664131836911452216323440Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Volumes
6/24/20228
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400330Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02790281004300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20229
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
68.3463.1017.8637.7934.8215.9870.6919.8766.0346.3995th-Percentile Queue Length [ft/ln]
2.732.520.711.511.390.642.830.792.641.8695th-Percentile Queue Length [veh/ln]
37.9635.059.9221.0019.358.8839.2711.0436.6925.7750th-Percentile Queue Length [ft/ln]
1.521.400.400.840.770.361.570.441.471.0350th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoNoCritical Lane Group
AADAADCDCDLane Group LOS
4.704.4948.474.244.1349.2732.7936.1532.5537.94d, Delay for Lane Group [s/veh]
0.230.230.470.140.140.460.380.130.360.31X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.420.219.620.220.1110.301.070.340.931.05d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
4.284.2838.854.024.0138.9731.7235.8031.6136.89d1, Uniform Delay [s]
13012535341292252831225173232169c, Capacity [veh/h]
1857361818101849361818101698133617511332s, saturation flow rate [veh/h]
0.160.160.010.100.100.010.050.020.050.04(v / s)_i Volume / Saturation Flow Rate
0.700.700.020.700.700.020.130.130.130.13g / C, Green / Cycle
565625656111111111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
80808080808080808080C, Cycle Length [s]
CCLCCLCLCLLane Group
Lane Group Calculations
6/24/202210
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]37.94 32.55 32.55 36.15 32.79 32.79 49.27 4.16 4.24 48.47 4.55 4.70
Movement LOS D C C D C C D A A D A A
d_A, Approach Delay [s/veh]34.65 33.50 5.34 5.34
Approach LOS C C A A
d_I, Intersection Delay [s/veh]9.51
Intersection LOS A
Intersection V/C 0.227
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]31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersection 2.015 1.992 2.874 2.933
Crosswalk LOS B A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]975 975 600 575
d_b, Bicycle Delay [s]10.51 10.51 19.60 20.31
I_b,int, Bicycle LOS Score for Intersection 1.784 1.739 1.857 2.058
Bicycle LOS A A A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/202211
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.530Volume to Capacity (v/c):
CLevel Of Service:
33.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Citrus Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101001001001No. 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
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Intersection Setup
6/24/202212
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
6766621410835511912861011889478126Total Analysis Volume [veh/h]
171665327893032152302212031Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor
6261419710032711011856210982441116Total 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]
06014180010054Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
535191687326494101479937037296Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Volumes
6/24/202213
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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]
0230021003100310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03417030130401304013Split [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 IsolatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/202214
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
58.79309.61244.13105.65177.60143.00237.83248.70143.15181.19189.68152.3495th-Percentile Queue Length [ft/ln]
2.3512.389.774.237.105.729.519.955.737.257.596.0995th-Percentile Queue Length [veh/ln]
32.66195.08145.2958.7098.6779.44140.60148.7079.53100.66105.4784.6350th-Percentile Queue Length [ft/ln]
1.317.805.812.353.953.185.625.953.184.034.223.3950th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CDEDDDCCDBBDLane Group LOS
32.6241.0655.2738.3839.6354.2920.1120.0054.3418.1718.0954.00d, Delay for Lane Group [s/veh]
0.190.860.910.400.590.800.440.440.790.330.330.80X, 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]
0.273.0612.330.990.959.191.701.609.211.071.019.12d2, 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
32.3538.0142.9337.3938.6945.1018.4118.4145.1317.1017.0844.88d1, Uniform Delay [s]
344771236267598150818870149831879157c, Capacity [veh/h]
161536181810161536181810178719001810179819001810s, saturation flow rate [veh/h]
0.040.180.120.070.100.070.200.200.070.150.150.07(v / s)_i Volume / Saturation Flow Rate
0.210.210.130.160.160.080.460.460.080.460.460.09g / C, Green / Cycle
212113161684646846469g_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]
100100100100100100100100100100100100C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
6/24/202215
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.00 18.12 18.17 54.34 20.04 20.11 54.29 39.63 38.38 55.27 41.06 32.62
Movement LOS D B B D C C D D D E D C
d_A, Approach Delay [s/veh]24.65 24.78 42.40 43.68
Approach LOS C C D D
d_I, Intersection Delay [s/veh]33.90
Intersection LOS C
Intersection V/C 0.530
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]41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersection 2.729 2.702 2.914 2.827
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]719 719 520 600
d_b, Bicycle Delay [s]20.51 20.51 27.41 24.53
I_b,int, Bicycle LOS Score for Intersection 2.131 2.266 2.040 2.341
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6/24/202216
Scenario 3: 3 OY AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Intersection Analysis Summary
6/24/2022Report File: C:\...\OY PM.pdf
Scenario 4 OY PMVistro File: C:\...\HAI21004 Base.vistro
Foothill & Tokay Avenue
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.
C34.60.546SB LeftHCM 6th
EditionSignalizedCitrus Ave/Foothill Blvd3
B12.20.432EB LeftHCM 6th
EditionSignalizedTokay Ave/Foothill Blvd2
B11.80.428WB LeftHCM 6th
EditionSignalizedAlmeria Ave/Foothill Blvd1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
6/24/20221
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.428Volume to Capacity (v/c):
BLevel Of Service:
11.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Almeria Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001000000No. 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
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Intersection Setup
6/24/20222
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
15482130281524139811278397124Total Analysis Volume [veh/h]
3920587381352031910186Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
13772827251352123721169356321Total 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]
3070052213016000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
91615232111508650945305418Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Volumes
6/24/20223
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02590281204300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20224
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
41.84124.2330.02131.60119.17129.67149.97110.4195th-Percentile Queue Length [ft/ln]
1.674.971.205.264.775.196.004.4295th-Percentile Queue Length [veh/ln]
23.2469.0216.6873.1166.2072.0483.3261.3450th-Percentile Queue Length [ft/ln]
0.932.760.672.922.652.883.332.4550th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoCritical Lane Group
AADAADDCLane Group LOS
6.757.9945.776.556.0843.5336.1933.47d, Delay for Lane Group [s/veh]
0.150.370.530.410.410.800.640.46X, 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]
0.330.467.570.980.518.122.511.12d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.11k, delay calibration
6.437.5238.205.575.5735.4133.6832.35d1, Uniform Delay [s]
99922395612872474174268292c, Capacity [veh/h]
16153618181018823618181015011772s, saturation flow rate [veh/h]
0.100.230.020.280.280.080.110.08(v / s)_i Volume / Saturation Flow Rate
0.620.620.030.680.680.100.140.14g / C, Green / Cycle
49492555581111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8080808080808080C, Cycle Length [s]
RCLCCLCCLane Group
Lane Group Calculations
6/24/20225
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]33.47 33.47 33.47 36.19 36.19 36.19 43.53 6.23 6.55 45.77 7.99 6.75
Movement LOS C C C D D D D A A D A A
d_A, Approach Delay [s/veh]33.47 36.19 9.31 8.92
Approach LOS C D A A
d_I, Intersection Delay [s/veh]11.79
Intersection LOS B
Intersection V/C 0.428
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]31.52 31.52 31.52 31.52
I_p,int, Pedestrian LOS Score for Intersection 1.810 1.971 3.121 3.253
Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]975 975 600 525
d_b, Bicycle Delay [s]10.51 10.51 19.61 21.77
I_b,int, Bicycle LOS Score for Intersection 1.781 1.842 2.490 2.389
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/20226
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.432Volume to Capacity (v/c):
BLevel Of Service:
12.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Tokay Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0025.0035.00Speed [mph]
0.000.00100.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
001000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Intersection Setup
6/24/20227
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
5179257601458612626248111990Total Analysis Volume [veh/h]
13198141536515776203023Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor
4975654571391582525237711486Total 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]
23103171000006Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
406194646117349212120669768Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Volumes
6/24/20228
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400330Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02790281004300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20229
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
78.1373.0258.29165.70153.3462.8240.7922.57178.8076.9895th-Percentile Queue Length [ft/ln]
3.132.922.336.636.132.511.630.907.153.0895th-Percentile Queue Length [veh/ln]
43.4140.5632.3892.0685.1934.9022.6612.5499.3342.7750th-Percentile Queue Length [ft/ln]
1.741.621.303.683.411.400.910.503.971.7150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoNoYesNoCritical Lane Group
AADAADCDDDLane Group LOS
5.955.7246.897.426.9147.5930.7340.7838.5836.29d, Delay for Lane Group [s/veh]
0.230.230.680.420.420.710.210.230.790.41X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.450.239.291.050.5410.020.411.085.431.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
5.495.4937.616.376.3737.5730.3239.7033.1535.08d1, Uniform Delay [s]
12152386841231239186250106253221c, Capacity [veh/h]
1842361818101862361818101746120117731374s, saturation flow rate [veh/h]
0.150.150.030.280.280.030.030.020.110.07(v / s)_i Volume / Saturation Flow Rate
0.660.660.050.660.660.050.140.140.140.14g / C, Green / Cycle
535345353411111111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
80808080808080808080C, Cycle Length [s]
CCLCCLCLCLLane Group
Lane Group Calculations
6/24/202210
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.29 38.58 38.58 40.78 30.73 30.73 47.59 7.07 7.42 46.89 5.79 5.95
Movement LOS D D D D C C D A A D A A
d_A, Approach Delay [s/veh]37.87 33.90 8.65 8.40
Approach LOS D C A A
d_I, Intersection Delay [s/veh]12.22
Intersection LOS B
Intersection V/C 0.432
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]31.53 31.53 31.53 31.53
I_p,int, Pedestrian LOS Score for Intersection 2.100 2.019 3.064 3.055
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]974 974 600 575
d_b, Bicycle Delay [s]10.52 10.52 19.62 20.33
I_b,int, Bicycle LOS Score for Intersection 2.038 1.685 2.428 2.055
Bicycle LOS B A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/202211
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.546Volume to Capacity (v/c):
CLevel Of Service:
34.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Citrus Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101001001001No. 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
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Intersection Setup
6/24/202212
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
646452029532811312158111284449128Total Analysis Volume [veh/h]
161615124822830145282111232Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.9740Peak Hour Factor
626281979331911011856610982437125Total 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]
020071000500113Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
535191687326494101479937037296Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Volumes
6/24/202213
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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]
0230021003100310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03217030150401304013Split [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
061025047083Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/202214
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
36.96206.99225.9862.95108.88135.92327.67342.44136.30239.64248.79154.6595th-Percentile Queue Length [ft/ln]
1.488.289.042.524.365.4413.1113.705.459.599.956.1995th-Percentile Queue Length [veh/ln]
20.54117.94131.8334.9760.4975.51209.10220.6475.72141.94148.7785.9250th-Percentile Queue Length [ft/ln]
0.824.725.271.402.423.028.368.833.035.685.953.4450th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
BBDBCDDDDDDDLane Group LOS
15.8418.9551.5919.4720.0254.3943.5043.0854.6436.3436.2053.92d, Delay for Lane Group [s/veh]
0.090.390.860.150.230.790.870.860.790.630.630.80X, 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]
0.240.718.910.470.369.135.865.469.321.591.489.10d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.110.110.11k, delay calibration
15.6018.2442.6818.9919.6645.2637.6437.6245.3334.7534.7244.82d1, Uniform Delay [s]
73216392356501456144393418142412436159c, Capacity [veh/h]
161536181810161536181810178819001810179719001810s, saturation flow rate [veh/h]
0.040.180.110.060.090.060.190.190.060.140.140.07(v / s)_i Volume / Saturation Flow Rate
0.450.450.130.400.400.080.220.220.080.230.230.09g / C, Green / Cycle
454513404082222823239g_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]
100100100100100100100100100100100100C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
6/24/202215
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.92 36.26 36.34 54.64 43.24 43.50 54.39 20.02 19.47 51.59 18.95 15.84
Movement LOS D D D D D D D C B D B B
d_A, Approach Delay [s/veh]39.69 44.85 27.17 25.97
Approach LOS D D C C
d_I, Intersection Delay [s/veh]34.55
Intersection LOS C
Intersection V/C 0.546
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]41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersection 2.707 2.681 2.899 2.809
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]719 719 520 560
d_b, Bicycle Delay [s]20.51 20.51 27.41 25.95
I_b,int, Bicycle LOS Score for Intersection 2.105 2.231 2.002 2.311
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6/24/202216
Scenario 4: 4 OY PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
OYP CONDITIONS
Intersection Analysis Summary
6/24/2022Report File: C:\...\OYP AM.pdf
Scenario 5 OYP AMVistro File: C:\...\HAI21004 Base.vistro
Foothill & Tokay Avenue
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.70.018EB LeftHCM 6th
EditionTwo-way stopTokay Ave/Project Dwy4
C34.40.549WB LeftHCM 6th
EditionSignalizedCitrus Ave/Foothill Blvd3
B12.30.272WB LeftHCM 6th
EditionSignalizedTokay Ave/Foothill Blvd2
B13.30.461WB LeftHCM 6th
EditionSignalizedAlmeria Ave/Foothill Blvd1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
6/24/20221
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.461Volume to Capacity (v/c):
BLevel Of Service:
13.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Almeria Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001000000No. 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
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Intersection Setup
6/24/20222
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
709884724518391453476243130Total Analysis Volume [veh/h]
182471261291036919687Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88100.88100.88100.88100.88100.88100.88100.88100.88100.88100.88100.8810Peak Hour Factor
628704121456341283067212726Total 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]
14430021620028000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
41706351837124922633182322Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Volumes
6/24/20223
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02811026904300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20224
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
16.77148.9646.4347.5343.8838.54212.3463.2495th-Percentile Queue Length [ft/ln]
0.675.961.861.901.761.548.492.5395th-Percentile Queue Length [veh/ln]
9.3282.7525.7926.4124.3821.41121.8335.1350th-Percentile Queue Length [ft/ln]
0.373.311.031.060.980.864.871.4150th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoCritical Lane Group
AADAADCCLane Group LOS
5.798.0546.216.456.3045.7434.2128.58d, Delay for Lane Group [s/veh]
0.070.430.630.160.160.580.720.26X, 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]
0.130.608.440.290.157.802.690.41d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.11k, delay calibration
5.667.4537.776.166.1537.9331.5228.17d1, Uniform Delay [s]
10212287751166227167356328c, Capacity [veh/h]
16153618181018573618181016461478s, saturation flow rate [veh/h]
0.040.270.030.100.100.020.150.06(v / s)_i Volume / Saturation Flow Rate
0.630.630.040.630.630.040.180.18g / C, Green / Cycle
51513505031414g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8080808080808080C, Cycle Length [s]
RCLCCLCCLane Group
Lane Group Calculations
6/24/20225
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]28.58 28.58 28.58 34.21 34.21 34.21 45.74 6.34 6.45 46.21 8.05 5.79
Movement LOS C C C C C C D A A D A A
d_A, Approach Delay [s/veh]28.58 34.21 8.99 9.53
Approach LOS C C A A
d_I, Intersection Delay [s/veh]13.28
Intersection LOS B
Intersection V/C 0.461
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]31.52 31.52 31.52 31.52
I_p,int, Pedestrian LOS Score for Intersection 2.173 2.223 2.997 3.058
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]975 975 550 600
d_b, Bicycle Delay [s]10.51 10.51 21.03 19.61
I_b,int, Bicycle LOS Score for Intersection 1.700 1.980 1.879 2.471
Bicycle LOS A A A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/20226
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.272Volume to Capacity (v/c):
BLevel Of Service:
12.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Tokay Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0025.0035.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Intersection Setup
6/24/20227
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
518501628498291063588404553Total Analysis Volume [veh/h]
1321347125726922101113Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.9270Peak Hour Factor
47788152646227983282374249Total 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]
201005301445663022Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
23664131836911452216323440Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Volumes
6/24/20228
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0160016003400330Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02810027904300430Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20229
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
87.1281.3417.7944.7941.5030.12114.6777.2163.8746.4195th-Percentile Queue Length [ft/ln]
3.483.250.711.791.661.204.593.092.551.8695th-Percentile Queue Length [veh/ln]
48.4045.199.8824.8823.0516.7363.7042.8935.4825.7850th-Percentile Queue Length [ft/ln]
1.941.810.401.000.920.672.551.721.421.0350th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoNoCritical Lane Group
AADAADCDCDLane Group LOS
6.296.0348.215.265.1346.1231.6836.2329.7037.84d, Delay for Lane Group [s/veh]
0.250.250.460.150.140.530.500.400.290.32X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.510.269.360.250.137.861.391.210.541.06d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
5.785.7838.845.015.0138.2530.2935.0229.1636.78d1, Uniform Delay [s]
12052361351227240154281218293168c, Capacity [veh/h]
1846361818101849361818101677133317541267s, saturation flow rate [veh/h]
0.170.160.010.100.100.020.080.070.050.04(v / s)_i Volume / Saturation Flow Rate
0.650.650.020.660.660.030.170.170.170.17g / C, Green / Cycle
525225353213131313g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
80808080808080808080C, Cycle Length [s]
CCLCCLCLCLLane Group
Lane Group Calculations
6/24/202210
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]37.84 29.70 29.70 36.23 31.68 31.68 46.12 5.17 5.26 48.21 6.11 6.29
Movement LOS D C C D C C D A A D A A
d_A, Approach Delay [s/veh]32.83 33.43 7.32 6.85
Approach LOS C C A A
d_I, Intersection Delay [s/veh]12.25
Intersection LOS B
Intersection V/C 0.272
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]31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersection 2.018 2.032 2.883 2.930
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]975 975 575 600
d_b, Bicycle Delay [s]10.51 10.51 20.31 19.60
I_b,int, Bicycle LOS Score for Intersection 1.787 1.937 1.865 2.064
Bicycle LOS A A A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/202211
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.549Volume to Capacity (v/c):
CLevel Of Service:
34.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Citrus Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101001001001No. 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
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Intersection Setup
6/24/202212
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
6767521412838213913461011889478132Total Analysis Volume [veh/h]
171695332953534152302212033Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor
6262219711835212812456210982441122Total 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]
01403243186100510Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
535191687326494101479937037296Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Volumes
6/24/202213
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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]
0230021003100310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03217030150401304013Split [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 IsolatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/202214
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
58.61313.25244.13124.35188.59165.30247.98259.80143.15187.42194.77159.2995th-Percentile Queue Length [ft/ln]
2.3412.539.774.977.546.619.9210.395.737.507.796.3795th-Percentile Queue Length [veh/ln]
32.56197.90145.2969.08104.7791.83148.16157.0479.53104.12109.1188.4950th-Percentile Queue Length [ft/ln]
1.307.925.812.764.193.675.936.283.184.164.363.5450th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CDEDDDCCDBBDLane Group LOS
32.4641.0755.2737.7038.5753.2521.5921.4654.3419.1519.0753.80d, Delay for Lane Group [s/veh]
0.190.870.910.440.590.810.460.460.790.340.340.81X, 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]
0.273.1312.331.060.868.811.931.819.211.161.099.09d2, 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
32.2037.9442.9336.6437.7244.4519.6619.6545.1318.0017.9844.70d1, Uniform Delay [s]
347777236289648171785837149806852163c, Capacity [veh/h]
161536181810161536181810178319001810179819001810s, saturation flow rate [veh/h]
0.040.190.120.080.110.080.200.200.070.150.150.07(v / s)_i Volume / Saturation Flow Rate
0.210.210.130.180.180.090.440.440.080.450.450.09g / C, Green / Cycle
212113181894444845459g_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]
100100100100100100100100100100100100C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
6/24/202215
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]53.80 19.10 19.15 54.34 21.51 21.59 53.25 38.57 37.70 55.27 41.07 32.46
Movement LOS D B B D C C D D D E D C
d_A, Approach Delay [s/veh]25.66 26.01 41.54 43.64
Approach LOS C C D D
d_I, Intersection Delay [s/veh]34.44
Intersection LOS C
Intersection V/C 0.549
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]41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersection 2.736 2.708 2.933 2.923
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]719 719 520 560
d_b, Bicycle Delay [s]20.51 20.51 27.41 25.95
I_b,int, Bicycle LOS Score for Intersection 2.136 2.271 2.095 2.348
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6/24/202216
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.018Volume to Capacity (v/c):
BLevel Of Service:
10.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Tokay Ave/Project Dwy
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project DrivewayTokay AvenueTokay AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
1231341108840Total Analysis Volume [veh/h]
3131282210Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90600.90600.90600.90600.90600.9060Peak Hour Factor
1111241008036Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1111243036Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.1717Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00083680Base Volume Input [veh/h]
Project DrivewayTokay AvenueTokay AvenueName
Volumes
6/24/202217
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
BIntersection LOS
4.25d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.600.002.34d_A, Approach Delay [s/veh]
12.9712.970.000.002.072.0795th-Percentile Queue Length [ft/ln]
0.520.520.000.000.080.0895th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.4810.720.000.000.007.49d_M, Delay for Movement [s/veh]
0.130.020.000.000.000.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
100Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
6/24/202218
Scenario 5: 5 OYP AM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Intersection Analysis Summary
6/24/2022Report File: C:\...\OYP PM.pdf
Scenario 6 OYP PMVistro File: C:\...\HAI21004 Base.vistro
Foothill & Tokay Avenue
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.
B13.60.018EB LeftHCM 6th
EditionTwo-way stopTokay Ave/Project Dwy4
C34.90.531NB LeftHCM 6th
EditionSignalizedCitrus Ave/Foothill Blvd3
B13.60.532EB LeftHCM 6th
EditionSignalizedTokay Ave/Foothill Blvd2
B11.90.424WB LeftHCM 6th
EditionSignalizedAlmeria Ave/Foothill Blvd1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
6/24/20221
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.424Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Almeria Ave/Foothill Blvd
Intersection Level Of Service Report
NoNoNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Intersection Setup
6/24/20222
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
12583930281564114671268397124Total Analysis Volume [veh/h]
3121087391281731710186Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.88700.8870Peak Hour Factor
11174427251387101591160356321Total 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]
42300400007000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
91615232111508650945305418Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardAlmeria AvenueAlmeria AvenueName
Volumes
6/24/20223
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
057330532901400140Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
2.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20224
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
32.01123.3238.18129.99118.34136.25180.65151.6295th-Percentile Queue Length [ft/ln]
1.284.931.535.204.735.457.236.0695th-Percentile Queue Length [veh/ln]
17.7868.5121.2172.2265.7575.69100.3684.2350th-Percentile Queue Length [ft/ln]
0.712.740.852.892.633.034.013.3750th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoYesNoCritical Lane Group
AAEAADDDLane Group LOS
5.126.2757.005.204.8253.8252.2846.41d, Delay for Lane Group [s/veh]
0.110.330.570.390.390.780.780.61X, 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]
0.200.359.100.800.428.726.972.70d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.11k, delay calibration
4.935.9247.914.404.4045.1045.3143.71d1, Uniform Delay [s]
112825275314122713146188220c, Capacity [veh/h]
16153618181018833618181013411764s, saturation flow rate [veh/h]
0.080.230.020.290.290.060.110.08(v / s)_i Volume / Saturation Flow Rate
0.700.700.030.750.750.080.100.10g / C, Green / Cycle
70703757581010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
100100100100100100100100C, Cycle Length [s]
RCLCCLCCLane Group
Lane Group Calculations
6/24/20225
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]46.41 46.41 46.41 52.28 52.28 52.28 53.82 4.94 5.20 57.00 6.27 5.12
Movement LOS D D D D D D D A A E A A
d_A, Approach Delay [s/veh]46.41 52.28 8.21 7.66
Approach LOS D D A A
d_I, Intersection Delay [s/veh]11.92
Intersection LOS B
Intersection V/C 0.424
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]200 200 980 1060
d_b, Bicycle Delay [s]40.50 40.50 13.01 11.05
I_b,int, Bicycle LOS Score for Intersection 1.781 1.802 2.498 2.380
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/20226
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.532Volume to Capacity (v/c):
BLevel Of Service:
13.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Tokay Ave/Foothill Blvd
Intersection Level Of Service Report
NoNoNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0025.0035.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000000000No. 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
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Intersection Setup
6/24/20227
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
118761575714411085330658112784Total Analysis Volume [veh/h]
3019014143602713816203221Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor
113726545413751035129627712180Total 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]
6610014626439070Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
406194646117349212120669768Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardTokay AvenueTokay AvenueName
Volumes
6/24/20228
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
01490423701400140Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
0105010501000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtPerPermissPermissProtectePermissPermissPermissPermissPermissPermissControl 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 IsolatedCoordination Type
65Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/20229
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
82.2578.485.8813.79253.4283.7851.8050.02143.6057.1995th-Percentile Queue Length [ft/ln]
3.293.140.240.5510.143.352.072.005.742.2995th-Percentile Queue Length [veh/ln]
45.6943.603.277.66152.2446.5528.7827.7979.7831.7750th-Percentile Queue Length [ft/ln]
1.831.740.130.316.091.861.151.113.191.2750th-Percentile Queue Length [veh/ln]
NoNoNoNoYesNoNoNoYesNoCritical Lane Group
AAAABDCDCCLane Group LOS
7.567.204.886.0011.2436.2025.1435.5130.5830.21d, Delay for Lane Group [s/veh]
0.280.280.050.060.680.740.310.510.760.38X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.690.330.020.121.826.950.673.074.221.05d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
6.886.864.865.889.4229.2524.4632.4426.3629.15d1, Uniform Delay [s]
1028209811659412108147264128275223c, Capacity [veh/h]
1773361815371615361818101708119217781336s, saturation flow rate [veh/h]
0.160.160.040.040.400.060.050.050.120.06(v / s)_i Volume / Saturation Flow Rate
0.580.580.720.580.580.080.150.150.150.15g / C, Green / Cycle
3838473838510101010g_i, Effective Green Time [s]
2.002.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
65656565656565656565C, Cycle Length [s]
CCLRCLCLCLLane Group
Lane Group Calculations
6/24/202210
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]30.21 30.58 30.58 35.51 25.14 25.14 36.20 11.24 6.00 4.88 7.28 7.56
Movement LOS C C C D C C D B A A A A
d_A, Approach Delay [s/veh]30.47 29.69 12.73 7.17
Approach LOS C C B A
d_I, Intersection Delay [s/veh]13.57
Intersection LOS B
Intersection V/C 0.532
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]307 307 1168 307
d_b, Bicycle Delay [s]23.30 23.30 5.63 23.30
I_b,int, Bicycle LOS Score for Intersection 2.041 1.804 2.885 2.074
Bicycle LOS B A C B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
6/24/202211
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.531Volume to Capacity (v/c):
CLevel Of Service:
34.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Citrus Ave/Foothill Blvd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
45.0045.0040.0040.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
101001001001No. 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
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Intersection Setup
6/24/202212
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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
6465220210133412514257611284448136Total Analysis Volume [veh/h]
161635125833135144282111234Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.9740Peak Hour Factor
626351979832512213856110982436132Total 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]
027012161220000020Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.17171.1717Growth 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
535191687326494101479937037296Base Volume Input [veh/h]
Foothill BoulevardFoothill BoulevardCitrus AvenueCitrus AvenueName
Volumes
6/24/202213
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
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]
0230021003100310Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03217030150401304013Split [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
061025047083Signal 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 IsolatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
6/24/202214
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
38.33215.32225.9868.42113.05149.43334.52351.95136.30236.34245.47166.0395th-Percentile Queue Length [ft/ln]
1.538.619.042.744.525.9813.3814.085.459.459.826.6495th-Percentile Queue Length [veh/ln]
21.29124.01131.8338.0162.8083.02214.44228.1175.72139.49146.2992.2450th-Percentile Queue Length [ft/ln]
0.854.965.271.522.513.328.589.123.035.585.853.6950th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
BCDCCDDDDDDDLane Group LOS
16.7420.1051.5920.1120.6153.8043.9343.4354.6435.4235.3054.90d, Delay for Lane Group [s/veh]
0.090.410.860.160.230.800.870.870.790.610.600.83X, 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]
0.250.798.910.530.388.926.566.089.321.401.3110.13d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.120.120.110.110.110.11k, delay calibration
16.4819.3142.6819.5820.2244.8837.3737.3645.3334.0233.9944.76d1, Uniform Delay [s]
70715842356371427157399428142427451164c, Capacity [veh/h]
161536181810161536181810177219001810179719001810s, saturation flow rate [veh/h]
0.040.180.110.060.090.070.200.200.060.140.140.08(v / s)_i Volume / Saturation Flow Rate
0.440.440.130.400.400.090.220.220.080.240.240.09g / C, Green / Cycle
444413404092323824249g_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]
100100100100100100100100100100100100C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
6/24/202215
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.90 35.35 35.42 54.64 43.61 43.93 53.80 20.61 20.11 51.59 20.10 16.74
Movement LOS D D D D D D D C C D C B
d_A, Approach Delay [s/veh]39.34 45.15 27.93 26.80
Approach LOS D D C C
d_I, Intersection Delay [s/veh]34.94
Intersection LOS C
Intersection V/C 0.531
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]41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersection 2.709 2.688 2.912 2.903
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]719 719 520 560
d_b, Bicycle Delay [s]20.51 20.51 27.41 25.95
I_b,int, Bicycle LOS Score for Intersection 2.111 2.244 2.022 2.317
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6/24/202216
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
0.018Volume to Capacity (v/c):
BLevel Of Service:
13.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Tokay Ave/Project Dwy
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0025.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project DrivewayTokay AvenueTokay AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
7381477230126Total Analysis Volume [veh/h]
1823195831Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94700.94700.94700.94700.94700.9470Peak Hour Factor
6981373218119Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
6981300119Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.17171.17171.17171.17171.17171.1717Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000621860Base Volume Input [veh/h]
Project DrivewayTokay AvenueTokay AvenueName
Volumes
6/24/202217
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with
BIntersection LOS
3.27d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.530.002.69d_A, Approach Delay [s/veh]
7.627.620.000.006.786.7895th-Percentile Queue Length [ft/ln]
0.300.300.000.000.270.2795th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.0913.560.000.000.007.59d_M, Delay for Movement [s/veh]
0.070.020.000.000.000.08V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
6/24/202218
Scenario 6: 6 OYP PM
Foothill & Tokay Avenue
Version 2022 (SP 0-0)
Generated with