Exhibit H - Traffic Study — Rialto City Council, September 24, 2024

Appendix K
Traffic Study

Traffic Study
for:

West Coast and Locust
Warehouse Pr
oject
In the City of Rialto
May 2024

TRAFFIC STUDY
FOR THE PROPOSED
WEST COAST AND LOCUST WAREHOUSE PROJECT
IN THE CITY OF RIALTO
Prepared by:

Kimley-Horn and Associates, Inc.
1100 Town and Country Rd, Suite 700
Orange, California 92868
May 2024

TABLE OF CONTENTS
Page
I. INTRODUCTION ........................................................................................................................... 1 A. Purpose of the TIA and Study Objectives................................................................................ 1 B. Site Plan Location and Study Area .......................................................................................... 1 C. Development Project Identification ........................................................................................ 3 D. Development Project Description ........................................................................................... 3 E. Analysis Methodology ............................................................................................................. 5

1. Intersection Analysis – HCM Methodology ........................................................ 5

2. Level of Service Standards and Measure of Significance ................................... 5 II. AREA CONDITIONS ...................................................................................................................... 7 A. Identify Study Area and Intersections .................................................................................... 7 B. Description of Existing Roads, Traffic Control, and Intersection Geometrics ........................ 7

1. Existing Traffic Volumes ......................................................................................................... 8

2. Existing Delay and Level of Service ...................................................................................... 11 C. General Plan Circulation Element ......................................................................................... 11 D. Transit Service ...................................................................................................................... 11 III. PROJECTED FUTURE TRAFFIC .................................................................................................. 15 A. Opening Year 2025 (Existing Plus Growth) .......................................................................... 15

1. Ambient Growth Rate ....................................................................................... 15

2. Peak Hour Operating Conditions ..................................................................... 15 B. Project Traffic........................................................................................................................ 18

1. Project Trip Generation.................................................................................... 18

2. Trip Distribution and Assignment ................................................................... 18

3. Opening Year 2025 Plus Project ...................................................................... 21 C. Opening Year 2025 Cumulative Conditions.......................................................................... 24

1. Cumulative Projects ......................................................................................... 24

2. Cumulative Projects Trip Generation .............................................................. 24

3. Cumulative Projects Trip Distribution and Assignment .................................. 24

4. Opening Year 2025 Cumulative Conditions ............................................................................. 24

5. Opening Year 2025 Cumulative Plus Project Conditions................................. 30 IV. RECOMMENDED IMPROVEMENTS ............................................................................................ 33 A. Intersection Improvements .................................................................................................. 33 B. Roadway Improvements ....................................................................................................... 34 V. VEHICLE MILES TRAVELED ANALYSIS .............................................................................. 37 A. Introduction .......................................................................................................................... 37 B. VMT Assessment ................................................................................................................... 37 FINDINGS AND RECOMMENDATIONS ...................................................................................................... 38 A. Improvements ....................................................................................................................... 38 B. Traffic Signal Warrant Analysis ............................................................................................ 38 C. Site Circulation ...................................................................................................................... 38 D. Safety and Operational Improvements ................................................................................. 39 E. Fair Share Calculations ......................................................................................................... 39 F. Specific Plan Signalization .................................................................................................... 39 G. General Plan Conformance ................................................................................................... 39 H. Regional Funding Mechanisms ............................................................................................. 39 LIST OF FIGURES
Page
Figure 1 – Vicinity Map ................................................................................................................................ 2 Figure 2 – Project Site Plan .......................................................................................................................... 4 Figure 3 – Existing Lane Configuration and Traffic Control ........................................................................ 9 Figure 4 - Existing Peak Hour Traffic Volumes ......................................................................................... 10 Figure 5 – City of Rialto General Plan Circulation Element ....................................................................... 13 Figure 6 – City of Rialto Truck Routes ....................................................................................................... 14 Figure 7 – Opening Year 2025 Traffic Volumes ......................................................................................... 16 Figure 8 – Project-Related Trip Distribution and Traffic Volumes ........................................................... 20 Figure 9 - Opening Year 2025 Plus Project Traffic Volumes ..................................................................... 22 Figure 10 - Location of Cumulative Projects ............................................................................................. 26 Figure 11 - Cumulative Projects Traffic Volumes ...................................................................................... 27 Figure 12 - Opening Year 2025 Cumulative Traffic Volumes .................................................................... 28 Figure 13 - Opening Year 2025 Cumulative Plus Project Traffic Volumes ............................................... 31 LIST OF TABLES
Page
Table 1 – Summary of Intersection Operation – Existing Conditions ....................................................... 12 Table 2 – Summary of Intersection Operation – Opening Year 2025 ....................................................... 17 Table 3 – Summary of Project Trip Generation ......................................................................................... 19 Table 4 - Summary of Intersection Operation - Opening Year 2025 Plus Project .................................... 23 Table 5 – Summary of Cumulative Projects ............................................................................................... 25 Table 6 – Summary of Intersection Operation – Opening Year 2025 Cumulative .................................... 29 Table 7 – Summary of Intersection Operation – Opening Year 2025 Cumulative Plus Project ................ 32 Table 8 - Summary of Intersection Operation with Recommended Improvements ................................ 35 Table 9 - Summary of Project Traffic Fair Share for Recommended Improvements ............................... 36

APPENDICES
APPENDIX A: APPROVED SCOPING AGREEMENT
APPENDIX B: TRAFFIC COUNT DATA SHEETS
APPENDIX C: PCE WORKSHEETS
APPENDIX D: INTERSECTION ANALYSIS WORKSHEETS
APPENDIX E: CUMULATIVE PROJECTS INFORMATION
APPENDIX F: TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS
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TRAFFIC STUDY
FOR THE PROPOSED
WEST COAST AND LOCUST WAREHOUSE PROJECT
IN THE CITY OF RIALTO
I. INTRODUCTION
A. Purpose of the TIA and Study Objectives
This traffic study has been prepared to address the traffic-related effect of the proposed West Coast and Locust Warehouse project in the City of Rialto.

This traf fic stu dy has been conducte d in accordanc e with the tr affic study requirements of the City of Rialto, based on the City’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (LOS) (October 2021) and in accordance with San Bernardino Association of Governments (SANBAG) Congestion Management Program (CMP) requirements.

This study addresses existing and short-term future traffic conditions, taking into account the project trips to be generated by the project and potential project-related effect on the surrounding circulation system.

This report includes a description of existing traffic conditions in the surrounding area, estimated project trip generation and distribution, future traffic growth, and an assessment of project-related effect on the roadway system. Where necessary, circulation system improvements have been identified to achieve acceptable intersection operation in the vicinity of the project.

The project will be evaluated for the following conditions:
· Existing Conditions
· Opening Year 2025
· Opening Year 2025 Plus Project
· Opening Year 2025 Cumulative
· Opening Year 2025 Cumulative Plus Project
B. Site Plan Location and Study Area
The project is located in the northwestern area of the City of Rialto, and is shown in its regional setting on a vicinity map on Figure 1. The project site (approximately 11.21 acres) is bounded by West Coast Boulevard to the north, industrial uses to the south, residential uses to the east, and Locust Avenue to the west. The project site is located within the Rialto Airport Specific Plan (RASP, Specific Plan) area.

Casa Grande Drive
Lowell Street
Summit Avenue
Bonhert Avenue
Casmalia Street
Alder Avenue
Locust Avenue
Linden Avenue
Ayala Drive
Mango AvenueSierra Avenue
Riverside Avenue
RenaissanceParkway
HighlandAvenue
Maple AvenueWest CoastBoulevardProjectSiteCALIFORNIA210 Alder AvenueLake PaddenLane
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FIGURE 1VICINITY MAP
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C. Development Project Identification
Pending.

D. Development Project Description
The project will involve the construction of an approximately 225,173 square-feet (SF) 1 industrial building on a vacant parcel, out of which 215,173 SF will be for a warehouse and 10,000 SF will be office space for the warehouse. The project would also include a parking lot with 153 vehicle parking stalls and 31 truck docks. A copy of the project site plan is provided on Figure 2.

The site is located within the Rialto Airport Specific Plan, which is generally bounded by Casa Grande Drive to the north with a small portion (east of Locust Avenue) extending north to Riverside Avenue, Base Line Road to the south, Locust and Cactus Avenues to the east, and Mango and Palmetto Avenues to the west. The Rialto Airport Specific Plan area covers 3,131 acres and is approved for a variety of land uses, including residential, commercial, mixed-use, industrial, public facilities, recreation, and open space uses. The Specific Plan was anticipated for build-out in phases, over a 30-year-plus period. The Specific Plan was approved in November 1997. Four amendments to the Specific Plan were approved, with the latest amendment in November 2010. The project site area is zoned for Planned Industrial Development (I-PID) in the Rialto Airport Specific Plan Land Use Map.

Vehicular access provisions for the project site would consist of the following:
· One proposed full-movement truck driveway on Locust Avenue, northwest corner of the site · One proposed full-movement passenger car and truck driveway on Locust Avenue, southwest corner of the site
· One proposed full-movement passenger car driveway on West Coast Boulevard, northeast corner of the site
The proposed opening year for the project is Year 2025. The project will be developed in a single project phase. The project site is located approximately 1.25 miles from the City of Rialto’s border with the City of Fontana.

1 The current site plan shows a smaller building square footage (225, 173 SF) than what was previously provided (228, 413 SF) as part of the approved scoping agreement. As a conservative approach, the square footage previously provided in the approved s c o p i n g a g r e e m e n t ( 2 2 8 , 4 1 3 S F ) w a s u s e d i n t h e t r a f f i c a n a l y s i s . A s s u c h , t h e r e s u l t s w i t h i n t h e T r a f f i c S t u d y a r e m o r e conservative than the proposed project.
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FIGURE 2PROJECT SITE PLAN

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E. Analysis Methodology

1. Intersection Analysis – HCM Methodology
Peak hour intersection operations at signalized and unsignalized intersections were evaluated using the methods prescribed in the Highway Capacity Manual HCM 7th Edition, consistent with the requirements of the City of Rialto and the San Bernardino County CMP.

The City of Rialto guidelines require analysis of traffic operations to be based on the vehicular delay methodologies of the HCM (Transportation Research Board Special Report 209). The intersection analysis for the proposed project has been accomplished using the VISTRO software program and using the specified input parameters outlined in the City’s T r a f f i c I m p a c t A n a l y s i s R e p o r t G u i d e l i n e s a n d Requirements.

Per the HCM Methodology, Level of Service (LOS) for signalized intersections is defined in terms of average vehicle delay. Specifically, LOS criteria are stated in terms of the average control delay per vehicle for the peak 15-minute period within the hour analyzed. The charts on the following page provide a description of the operating characteristics of each Level of Service and define the LOS in terms of average seconds of delay for signalized and unsignalized intersections.

2. Level of Service Standards and Measure of Significance The City of Rialto, per the City of Rialto 2010 General Plan Update, establishes minimum Level of Service standards. According to Policy 4-1.20 of the General Plan document, the City requires that signalized intersections operate at LOS D or better during the morning and evening peak hours. The City’s Traffic Study Guidelines require new development to mitigate effects that cause the Level of Service to fall below LOS D, or cause the peak hour delay to increase as follows:
- LOS A/B – by 10.0 seconds
- LOS C – by 8.0 seconds
- LOS D – by 5.0 seconds
- LOS E – by 2.0 seconds
- LOS F – by 1.0 second
The City’s traffic study guidelines require unsignalized intersections to operate with no vehicular movement having an average delay exceeding 120 seconds during the morning and evening peak hours. ___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 6 - Kimley-Horn and Associates, Inc.

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LEVEL OF SERVICE DEFINITIONS
Level of
Service Description
A
No approach phase is fully utilized by traffic and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily and nearly all drivers find freedom of operation.

B
This service level represents stable operation, where an occasional approach phase is fully utilized, and a substantial number are approaching full use. Many drivers begin to feel restricted within platoons of vehicles.

C
This level still represents stable operating conditions. Occasionally drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted but not objectionably so.

D
This level encompasses a zone of increasing restriction, approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of developing queues, thus preventing excessive backups.

E
Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is seldom attained no matter how great the demand.

F
This level describes forced flow operations at low speeds, where volumes exceed capacity.

These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, both speed and volume can drop to zero.

LEVEL OF SERVICE CRITERIA
FOR SIGNALIZED AND UNSIGNALIZED INTERSECTIONS
Level of
Service
Signalized Intersection
(Average delay per vehicle,
in seconds) 1
Unsignalized Intersections
(Average delay per vehicle,
in seconds) 2
A < 10 0 – 10
B > 10 – 20 > 10 – 15
C > 20 – 35 > 15 – 25
D > 35 – 55 > 25 – 35
E > 55 – 80 > 35 – 50
F > 80 > 50
1 Source: Highway Capacity Manual HCM 7th Edition, Exhibit 19-8. 2 Source: Highway Capacity Manual HCM 7th Edition, Exhibit 20-2. ___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 7 - Kimley-Horn and Associates, Inc.

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II. AREA CONDITIONS
A. Identify Study Area and Intersections
This traffic study includes documentation of existing conditions, analysis of cumulative traffic conditions, and identification of project-related effects at the following study intersections:

Existing Intersections

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard

3. Locust Avenue at Casmalia Street
Future Driveway Intersections
D1. Locust Avenue at North Project Driveway
D2. Locust Avenue at South Project Driveway
D3. West Coast Boulevard at Project Driveway
The study locations were established in conjunction with City staff through the Scoping Agreement process (Exhibit B of the City of Rialto Traffic Impact Analysis Report Guidelines and Requirements). A copy of the approved Scoping Agreement is provided in Appendix A.

B. Description of Existing Roads, Traffic Control, and Intersection Geometrics Regional access to the site is provided primarily by the State Route 210 (SR-210) Freeway, approximately

1.5 miles to the southe of the project site. In addition, the Interstate 15 (I-15) Freeway is approximately

3.5 miles to the west of the site, the I-215 Freeway is located approximately 5 miles to the east of the site, and access to the I-10 Freeway is approximately 6 miles to the south.

The following provides a description of the roadways surrounding the project site.

Locust Avenue – Locust Avenue is a two-lane, undivided north-south roadway in the project vicinity.

The posted speed limit on Locust Avenue is 45 miles per hour (mph) and on-street parking is generally allowed on both sides of the roadway. Locust Avenue is designated as a Secondary Arterial in the City of Rialto General Plan Circulation Element. Locust Avenue is a designated truck route from Riverside Avenue to Baseline Road. The project site plan depicts two full-movement project driveways on Locust Avenue.

West Coast Boulevard – West Coast Boulevard is a two-lane, undivided east-west roadway in the project vicinity. The posted speed limit on West Coast Boulevard is 25 mph and on-street parking is generally allowed on both sides of the roadway. West Coast Boulevard is designated as a Collector Street in the City’s Circulation Element. The project site plan depicts one full-movement project driveway on West Coast Boulevard.

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Casa Grande Drive – Casa Grande Drive is a four-lane, undivided east-west roadway. The posted speed limit on Locust Avenue is 40 mph and on-street parking is allowed. Casa Grande Drive is designated as a Secondary Arterial in the City’s Circulation Element.

Riverside Avenue – Riverside Avenue is a four-lane, undivided northwest-southeast roadway in the vicinity of the Rialto Airport Specific Plan. The posted speed limit on Riverside Avenue is 50 mph and on- street parking is not allowed in the project vicinity. Riverside Avenue is designated as a Modified Major Arterial I west of Locust Avenue and as a Major Arterial east of Locust Avenue in the City’s Circulation Element. Riverside Avenue is a designated truck route from west of Ayala Drive to the I-15 ramps.

Casmalia Street – Casmalia Street is a two-to-four-lane east-west roadway in the project vicinity. The posted speed limit on Casmalia Street is 45 mph and on-street parking is not allowed. Casmalia Street is designated as a Secondary Arterial in the Renaissance Specific Plan Amendment. Casmalia Street is a designated truck route from the western Rialto city limit to Ayala Drive.

Existing lane configurations and intersection controls at the study intersections at the time the traffic counts were collected are shown on Figure 3.

1. Existing Traffic Volumes
New traffic counts were collected in August 2023 for intersections 2 and 3 and in October 2023 for intersection 1. Copies of the traffic count data worksheets are provided inAppendix B.

Traffic count data included vehicle classifications for passenger vehicles and trucks. Vehicle classifications are necessary to compute Passenger Car Equivalent (PCE) volumes, which are used in the traffic analysis to address the truck-related traffic effect on intersection and roadway operation.

The PCE volumes were developed by applying a PCE factor of 1.5 for 2-axle trucks, 2.0 for 3-axle trucks, and 3.0 for trucks with 4 or more axles. These factors are consistent with the City of Rialto’sTraffic Impact Analysis Guidelines and Requirements. PCE volume worksheets are provided in Appendix C. Existing morning and evening peak hour volumes with the PCE factors applied are presented on Figure 4.

ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
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LEGEND:= Study Intersection= Turn or Through Lane= SignalFIGURE 3EXISTING LANE CONFIGURATIONAND TRAFFIC CONTROL

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2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck DwyFUTUREINTERSECTIOND2. Locust Avenue at ProjectCar and Truck DwyFUTUREINTERSECTION3. Locust Avenue atCasmalia Street D3. West Coast Avenueat Project Car DwyFUTUREINTERSECTION = Stop Sign

1. Locust Avenue atCasa Grande Drive
= Right-Turn OverlapOVL
OVL
ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 10 -FIGURE 4EXISTING PEAK HOUR TRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

1. Locust Avenue atCasa Grande Drive
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2. Existing Delay and Level of Service
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Existing Conditions are shown onTable 1Table 1. Copies of Existing Conditions intersection analysis worksheets are provided in Appendix D.

Review of this table indicates that the following study intersections currently operate at unacceptable LOS under Existing Conditions:
· #1 – Locust Avenue at Casa Grande Drive: PM – LOS F
· #2 – Locust Avenue at West Coast Boulevard: AM – LOS E The Level of Service for an unsignalized intersection is reported based on the single approach movement with the highest delay, which in this case, would be the eastbound approach for intersection #1 and the westbound approach for intersection #2. While the side street approach operates at a deficient Level of Service based on the highest delay approach, the overall intersection delay would be acceptable. Any queuing that occurs on the side street is contained on the minor intersection approach and does not impact the progression of traffic on the main arterial (i.e., Locust Avenue).

C. General Plan Circulation Element
The General Plan Circulation Element provides street classifications near the project vicinity. A copy of the General Plan Street Classifications is provided on Figure 5. Designated truck routes in the City of Rialto General Plan are shown on Figure 6.

D. Transit Service
Transit service to the project area is provided via the OmniTrans transit lines, which serve various cities in San Bernardino County. Bus stops in the project vicinity are located along Casa Grande Drive, Locust Avenue, Riverside Avenue, and Linden Avenue.

A description of the bus routes serving the project area is provided below.

OmniTrans Route 22 operates between the City of Rialto and the City of Colton through Rialto along Locust Avenue, Casa Grande Drive, and Riverside Avenue in the project vicinity. Route 22 operates on weekdays from 5:00 AM to 9:40 PM with approximately 1-hour headways, on Saturdays from 7:15 AM to 6:30 PM with approximately 1-hour headways, and on Sundays from 7:30 AM to 6:40 PM with approximately 1-hour headways. Route 22 has a transfer point with Route 10 at the intersection of Riverside Avenue and Baseline Road.

TABLE 1
SUMMARY OF INTERSECTION OPERATION
EXISTING CONDITIONS
Traffic AM Peak Hour PM Peak Hour
Int. # Intersection Control Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 33.4 D 60.7 F
2 Locust Avenue at West Coast Boulevard U 35.8 E 24.2 C 3 Locust Avenue at Casmalia Street S 27.5 C 29.1 C
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

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FIGURE 5CITY OF RIALTO GENERAL PLANCIRCULATION ELEMENT

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PROJECTSITE
FIGURE 6CITY OF RIALTO TRUCK ROUTES

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III. PROJECTED FUTURE TRAFFIC
A. Opening Year 2025 (Existing Plus Growth)
The project Opening Year is anticipated to be Year 2025.

1. Ambient Growth Rate
An ambient growth rate of 2.0% per year to Opening Year 2025 was applied to existing peak hour traffic volumes to develop Opening Year 2025 forecasts. The resulting peak hour traffic volumes for Opening Year 2025 conditions are shown on Figure 7.

2. Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for Opening Year 2025 conditions. The results are shown on Table 2. Intersection analysis worksheets for this scenario are provided in Appendix D.

Review of this table indicates that with the addition of ambient growth, the following study intersections would continue to operate at an unacceptable LOS:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS E; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS E ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
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FIGURE 7OPENING YEAR 2025TRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

1. Locust Avenue atCasa Grande Drive
TABLE 2
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025
Traffic AM Peak Hour PM Peak Hour
Int. # Intersection Control Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 37.3 E 77.3 F
2 Locust Avenue at West Coast Boulevard U 38.7 E 25.6 D 3 Locust Avenue at Casmalia Street S 27.7 C 29.9 C
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

Note:
- Bold values indicate intersections operating at an unacceptable Level of Service West Coast and Locust Warehouse
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B. Project Traffic

1. Project Trip Generation
Trip generation estimates for the West Coast and Locust Warehouse project are based on daily and peak hourly trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11 th Edition). ITE trip generation estimates for the project are based on the trip generation rates for ITE Land Use 150: Warehousing.

Passenger car equivalent (PCE) factors, per City recommendations, were then applied to the truck types, based on number of axles (1.5 PCE for 2-axle trucks, 2.0 PCE for 3-axle trucks, and 3.0 PCE for 4+-axle trucks) to determine the total PCE volumes to be generated by the project.

The trip generation rates, PCE factors, and trip estimates for the existing and proposed uses are summarized on Table 3. Based on review of Table 3, the proposed project is estimated to generate 655 PCE trips on a daily basis, with 65 PCE trips in the morning peak hour, and 68 PCE trips in the evening peak hour.

It should be noted that the trip estimates for the proposed project based on the ITE Trip Generation Manual are expected to be very conservative compared to the anticipated operations of the proposed project.

It should also be noted that the current site plan shows a smaller building square footage (225, 173 SF) than what was previously provided (228, 413 SF) as part of the approved Scoping Agreement. As a conservative approach, the square footage previously provided in the approved Scoping Agreement (228, 4 1 3 S F ) w a s u s e d i n t h e t r a f f i c a n a l y s i s . A s s u c h , t h e r e s u l t s w i t h i n t h e T r a f f i c S t u d y a r e m o r e conservative than the proposed project.

2. Trip Distribution and Assignment
Trip distribution assumptions for the project were developed by considering the proposed site uses, and the routes to and from the freeway system for the warehouse trucks. Separate distribution patterns were assumed for passenger car trips and truck trips. Trip distribution patterns for both passenger vehicles and trucks are shown onFigure 8. Trip distribution percentages at each study intersection were applied to the project trip generation to determine the project trips through each study intersection. The resulting project-related peak hour trips at the study intersections are also shown on Figure 8 (previously mentioned).

TABLE 3
SUMMARY OF PROJECT TRIP GENERATION
Trip Generation Rates 1
AM Peak Hour PM Peak Hour
Land Use Unit In Out Total In Out Total
Warehousing 150 KSF 1.710 0.131 0.039 0.170 0.050 0.130 0.180 Land Use Quantity Unit In Out Total In Out Total
228.413 KSF 391 30 9 39 11 30 41
Passenger Vehicles 60.00% 235 18 5 23 7 18 25
Trucks 40.00% 156 12 4 16 4 12 16
Daily In Out Total In Out Total
Passenger Vehicles 60.00% 235 1.0 235 18 5 23 7 18 25
2-Axle Trucks 0.80% 3 1.5 5 0 0 0 0 0 0
3-Axle Trucks 11.20% 44 2.0 88 7 2 9 2 7 9
4+ Axle Trucks 28.00% 109 3.0 327 25 8 33 9 25 34
420 32 10 42 11 32 43
Total Proposed Project PCE Trips 655 50 15 65 18 50 68
Total Truck PCE Trips
Warehousing
Vehicle
Mix 2
Daily
Vehicles
PCE
Factor 2
ITE
Code
Daily
Daily
Trip Generation Estimates
PM Peak HourAM Peak Hour
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual , 11th Edition 2 Source: City of Rialto Traffic Impact Analysis Report Guidelines and Requirements PROJECT TRIPS - PASSENGER CAR EQUIVALENTS (PCE)
AM Peak HourVehicle Type PM Peak Hour
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ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
FIGURE 8PROJECT-RELATED TRIP DISTRIBUTIONAND TRAFFIC VOLUMES= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

NOT TO SCALE
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= Truck Trip Distribution= Trip DistributionPercentage

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive35%(20%)
30%(60%)15%(20%)20%
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3. Opening Year 2025 Plus Project
Project traffic was added to Opening Year 2025 volumes the to develop Opening Year 2025 Plus Project traffic forecasts. Peak hour traffic volumes for Opening Year 2025 Plus Project conditions are shown on Figure 9.

Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the Opening Year 2025 Plus Project conditions.

The results of the intersection analysis are shown on T a b l e 4Error! Reference source not found..

Intersection analysis worksheets for this scenario are provided in Appendix D.

Review of this table indicates that with the addition of project traffic, the following study intersections would continue to operate at an unacceptable LOS:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS E; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS E ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
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FIGURE 9OPENING YEAR 2025 PLUS PROJECTTRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
AM Peak Hour PM Peak Hour
Int. # Intersection Traffic
Control Delay LOS Delay LOS Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 37.3 E 39.1 E 1.8 No 77.3 F 84.4 F 7.1 Yes 2 Locust Avenue at West Coast Boulevard U 38.7 E 41.5 E 2.8 Yes 25.6 D 26.6 D 1.0 No 3 Locust Avenue at Casmalia Street S 27.7 C 28.1 C 0.4 No 29.9 C 30.3 C 0.4 No D1 Locust Avenue at North Project Driveway U - - 23.1 C - No - - 17.2 C - No D2 Locust Avenue at South Project Driveway U - - 23.8 C - No - - 18.1 C - No D3 West Coast Boulevard at Project Driveway U - - 8.7 A - No - - 8.6 A - No - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

TABLE 4
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025 PLUS PROJECT
Without Project With Project Without Project With Project Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service Change
in Delay
Infrastructure
Deficiency?
Change
in Delay
Infrastructure
Deficiency?
West Coast and Locust Warehouse
Traffic Study
- 23 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024

C. Opening Year 2025 Cumulative Conditions

1. Cumulative Projects
In addition to ambient growth, traffic volumes for Cumulative Projects (approved and pending projects) were added to the Opening Year 2025 traffic volumes. Cumulative Projects consist of any project that has been approved and is not yet occupied, and projects that are in various stages of the application and approval process but have not yet been approved.

A summary of Cumulative Projects in the project vicinity and the trip generation associated with each is provided on T a b l e 5. The locations of the Cumulative Projects are shown on F i g u r e 1 0. Cumulative Project traffic volumes are shown on Figure 11.

2. Cumulative Projects Trip Generation
Trip generation information for the Cumulative Projects was derived either from approved traffic studies, where available; or developed by Kimley-Horn if approved traffic studies were not available.

Project information and trip generation assumptions for Cumulative Projects are provided in Appendix E.

3. Cumulative Projects Trip Distribution and Assignment Likewise, trip distribution and assignment for the Cumulative Projects were either derived from approved traffic studies, where available; or were developed by Kimley-Horn if approved traffic studies were not available. Trip distribution assumptions for Cumulative Projects are provided inAppendix E.

4. Opening Year 2025 Cumulative Conditions

Peak Hour Operating Conditions
Cumulative Project peak hour traffic volumes for were added to Opening Year 2025 traffic volumes to develop Opening Year 2025 Cumulative traffic volumes, which are shown on Figure 12.

Intersection Level of Service results for Opening Year 2025 Cumulative conditions are shown on Table

6. Review of this table indicates that, with the addition of Cumulative Project traffic, the following intersections would continue to operate at an unacceptable Level of Service:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS E; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS E Copies of intersection analysis worksheets for this scenario are provided in Appendix D.

TABLE 5
SUMMARY OF CUMULATIVE PROJECTS
Trip Generation Estimates
Project # Land Use Quantity Units AM Peak Hour PM Peak Hour Daily In Out Total In Out Total
Single-Family Detached Housing 504 DU 4,823 95 284 379 321 188 509 Condominium 336 DU 1,952 25 123 148 117 58 175
2 Hotel (SWC of Linden and Renaissance) 135 Occupied
Room 1,204 52 38 90 46 48 94
3 Morin Warehouse 200.000 KSF 1,193 77 22 99 26 78 104
4 SEC Casmalia / Linden Warehouse 136.220 KSF 813 54 13 67 18 55 73 5 Fuel Station/Fast Food (SWC of Casmalia / Ayala) 7.000 KSF 4,419 202 188 390 174 164 338 6 NWC Baseline / Alder Warehouse 255.655 KSF 1,526 104 28 132 34 104 138 7 NWC Baseline / Tamarind Warehouse 156.500 KSF 935 65 18 83 23 65 88 8 Warehouse (Baseline / Palmetto) 99.999 KSF 599 41 12 53 13 41 54 9 Warehouse (W/S Alder and S/O Miro) 78.680 KSF 698 32 31 63 34 35 67 10 Warehouse (SEC Casmalia/Laurel) 87.189 KSF 524 25 24 49 26 25 51 11 Warehouse (SWC Casmalia/Linden) 116.429 KSF 500 24 24 48 25 25 50 12 Fuel / FF / Market (SEC Renaissance and Alder) VFP 9,993 557 556 1,113 454 454 908 13 Crow Holdings (N/S Baseline E/O Ayala) 668.524 KSF 1,163 88 26 114 34 93 127 14 Orbis (NEC Renaissance and Laurel) 135.408 KSF 236 18 5 23 7 19 26 15 Warehouse II (Baseline and Palmetto NEC) 90.726 KSF 158 12 4 16 5 13 18 16 Rialto Travel Center - VFP 5,532 277 276 553 256 259 515 17 Orbis Rialto II (PCE) 117.255 KSF 704 49 14 63 18 49 67 18 Renaissance Planning Area 19 Warehouse 168.143 KSF 1,005 65 20 85 23 65 88 Total Project Trips 36,972 1,797 1,686 3,483 1,631 1,773 3,404 DU = Dwelling Units, KSF = 1,000 square feet, VFP = Vehicle Fueling Positions, DT = Drive-through 1 West Coast and Locust Warehouse
Traffic Study
- 25 - Kimley-Horn and Associates, Inc.

May 2024
210CALIFORNIA
- 26 -
LEGEND:= Cumulative ProjectFIGURE 10LOCATION OF CUMULATIVE PROJECTS ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 27 -
FIGURE 11CUMULATIVE PROJECT TRAFFICVOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 28 -
FIGURE 12OPENING YEAR 2025 CUMULATIVETRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
TABLE 6
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025 - CUMULATIVE
Traffic AM Peak Hour PM Peak Hour
Int. # Intersection Control Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 48.5 E 146.1 F
2 Locust Avenue at West Coast Boulevard U 46.5 E 31.0 D 3 Locust Avenue at Casmalia Street S 29.1 C 31.1 C
Note:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

West Coast and Locust Warehouse
Traffic Study
- 29 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024

5. Opening Year 2025 Cumulative Plus Project Conditions Peak Hour Operating Conditions
Project traffic was added to Opening Year 2025 Cumulative traffic volumes to develop Opening Year 2025 Cumulative Plus Project traffic forecast volumes. The resulting peak hour traffic volumes are shown on Figure 13.

Intersection Level of Service analysis results under Opening Year 2025 Cumulative Plus Project conditions are shown on Table 7. As this table indicates, with the addition of project traffic, the following intersections would continue to operate at an unacceptable Level of Service:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS F; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS F Copies of intersection analysis worksheets for this scenario are provided in Appendix D.

ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 31 -
FIGURE 13OPENING YEAR 2025 CUMULATIVEPLUS PROJECT TRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
AM Peak Hour PM Peak Hour
Int. # Intersection Traffic
Control Delay LOS Delay LOS Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 48.5 E 51.4 F 2.9 Yes 146.1 F 161.2 F 15.1 Yes 2 Locust Avenue at West Coast Boulevard U 46.5 E 50.3 F 3.8 Yes 31.0 D 32.5 D 1.5 No 3 Locust Avenue at Casmalia Street S 29.1 C 29.5 C 0.4 No 31.1 C 31.3 C 0.2 No D1 Locust Avenue at North Project Driveway U - - 26.1 D - No - - 19.5 C - No D2 Locust Avenue at South Project Driveway U - - 27.0 D - No - - 20.6 C - No D3 West Coast Boulevard at Project Driveway U - - 8.7 A - No - - 8.6 A - No Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

TABLE 7
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025 - CUMULATIVE PLUS PROJECT
Without Project With Project
Change
in Delay
Infrastructure
Deficiency?
Without Project With Project
Change
in Delay
Infrastructure
Deficiency?
West Coast and Locust Warehouse
Traffic Study
- 32 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
IV. RECOMMENDED IMPROVEMENTS
A. Intersection Improvements
The following unsignalized study intersections would operate an unacceptable Level of Service under all analysis scenarios:

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard
A traffic signal warrant analysis was conducted for the deficient unsignalized intersections noted above based on the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD). The warrants were conducted using Warrant 3 (Peak Hour Warrant) for the following analysis scenarios:
· Existing Conditions
· Opening Year 2025
· Opening Year 2025 Plus Project
· Opening Year 2025 Cumulative
· Opening Year 2025 Cumulative Plus Project
Traffic Signal Warrant Analysis worksheets are provided in Appendix F. Based on the signal warrant analysis, Warrant 3 was met at the following study intersection under all study scenarios noted above:

1. Locust Avenue at Casa Grande Drive
The CA MUTCD specifically states that, “The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.” The reference document goes on to state a number of other factors to take into account when considering a signal for a specific location, including whether or not a signal would improve the overall safety of the intersection, whether it would benefit or disrupt progressive traffic flow (in this case, on Locust Avenue), and consideration of site-specific characteristics such as queueing, signal spacing, and overall delay to the main street through movements.

The decision to install a traffic signal should be based on engineering judgement, and not solely upon satisfying a single peak hour warrant. It is recommended that a decision about signalization at the intersection be based on future observations as well as engineering judgement, based on the factors listed above.

Based on the signal warrant analysis, a traffic signal, and other associated signal improvements necessary to construct the traffic signal, is recommended at intersection #1 (Locust Avenue at Casa Grande Drive).

The project would pay a fair-share, based on future traffic growth, towards the recommended signal improvements benefitting intersection #1 (Locust Avenue at Casa Grande Drive). ___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 34 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
No improvements are recommended at the intersection of Locust Avenue at West Coast Boulevard (#2) since a traffic signal warrant was not met under any analysis scenario due to the nominal amount of traffic on West Coast Boulevard. As noted earlier in the report, the Level of Service for an unsignalized intersection is reported based on the single approach movement with the highest delay, which in this case, would be the westbound approach for intersection #2. While the side street approach operates at a deficient Level of Service based on the highest delay approach, the overall intersection delay would be acceptable. Based on the intersection analysis worksheets provided in Appendix D (previously mentioned), under Opening Year 2025 Cumulative Plus Project conditions, the westbound approach w o u l d h a v e a 9 5th percentile queue of less than one car length in both the AM and PM peak hours.

Therefore, any queuing that occurs on the side street would be contained on the minor intersection approach and would not impact the progression of traffic on the main arterial (i.e., Locust Avenue). It should be noted that the project is required to construct the full ultimate pavement width, consistent with industrial street standards, and curb and gutter along the project frontage on West Coast Boulevard.

This improvement would provide one travel lane in each direction on West Coast Boulevard along the project frontage and would improve overall circulation within the project vicinity, compared to existing conditions.

A summary of the intersection operation before and after implementation of a traffic signal at intersection #1 (Locust Avenue at Casa Grande Drive) is provided on Table 8 for informational purposes.

Fair-share calculations for intersection #1 (Locust Avenue at Casa Grande Drive) are provided on Table

9. B. Roadway Improvements
Not applicable.

TABLE 8
SUMMARY OF INTERSECTION OPERATION WITH RECCOMENDED IMPROVEMENTS AM Peak Hour PM Peak Hour
Int. # Intersection Delay LOS Delay LOS Delay LOS Delay LOS Locust Avenue at Casa Grande Drive
- Traffic signal 51.4 F 39.3 D 161.2 F 38.3 D
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

Notes:
- Bold and shaded values indicate intersections operating at an unacceptable Level of Service.

Without
Improvement
With
Improvement
Without
Improvement
With
Improvement
1 West Coast and Locust Warehouse
Traffic Study
- 35 - Kimley-Horn and Associates, Inc.

May 2024
Existing
OY 2023
Cumulative
Plus Project
Existing
OY 2023
Cumulative
Plus Project
#1 - Locust Avenue at Casa Grande Drive 1,055 1,219 164 20 12.2% 1,017 1,186 169 16 9.5% Total Volume
Project
Trips
Fair-Share
%-age
Fair-Share
%-age
Total
Growth
Project
Trips
Total Volume
TABLE 9
SUMMARY OF PROJECT FAIR SHARE FOR IMPROVEMENTS
AM Peak Hour PM Peak Hour
Intersection
Total
Growth
West Coast and Locust Warehouse
Traffic Study
- 36 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
V. VEHICLE MILES TRAVELED ANALYSIS
A. Introduction
Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA.

A VMT Scoping Agreement was prepared for the proposed project based on the City of RialtoTraffic Impact Analys is G uidel ine s for Vehicle Miles Traveled (VMT) and Level of Service (LOS) Asses sme nt (October 2021), and is provided in Appendix A.

B. VMT Assessment
The project site is located within the Rialto Airport Specific Plan. The approved Rialto Airport Specific Plan (dated November 18, 1997) serves as a master plan for the economic development of the 3,131-acre project area which encompasses the northwest portion of the City of Rialto. The existing zoning designations and land uses identified in the City of Rialto General Plan are superseded by the land uses assigned in this Specific Plan.

The project proposes to prepare an addendum to the certified Rialto Airport Specific Plan Environmental Impact Report (EIR). Level of Service was the applicable threshold when the City certifies the Rialto Airport Specific Plan EIR. The mandate requiring lead agencies to use VMT as a threshold for evaluating traffic impacts was adopted in 2018 and effective in 2020. It does not constitute as “new information” requiring additional environmental review nor does it affect the assessment of project environmental impactors or mitigation measures compared to those analyzed in the Rialto Airport Specific Plan EIR.

Per the Specific Plan’s land use map, the project site for the West Coast and Locust Avenue Warehouse is classified as ‘Planned Industrial Development.’ Section 4.0-6 of the Rialto Airport Specific Plan Program EIR describes ‘Planned Industrial Development’ as “light industrial and industrial/business park uses”.

The Rialto Airport Specific Plan assumed a maximum floor area ratio (FAR) of 0.7:1 for planned industrial development. The total area of the proposed project site is 488,624 square feet, resulting in a maximum allowable building size of 342,037 square feet. As such, the proposed 225,173 square- foot industrial building would have fewer VMT than the site based on the land use designation in the Rialto Airport Specific Plan. Therefore, the proposed project would create a less-than-significant VMT impact, and no further VMT analysis is required.
___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 38 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
FINDINGS AND RECOMMENDATIONS
A. Improvements
The following unsignalized study intersections would operate an unacceptable Level of Service under all analysis scenarios:

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard
B. Traffic Signal Warrant Analysis
A traffic signal warrant analysis was conducted for the deficient unsignalized intersections noted above based on the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) for the following deficient unsignalized study intersections:

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard
Based on the signal warrant analysis, Warrant 3 was met at the following study intersection under all study scenarios noted above:

1. Locust Avenue at Casa Grande Drive
C. Site Circulation
Vehicular access provisions for the project site would consist of the following:
· One proposed full-movement truck driveway on Locust Avenue, northwest corner of the site · One proposed full-movement passenger car and truck driveway on Locust Avenue, southwest corner of the site
· One proposed full-movement passenger car driveway on West Coast Boulevard, northeast corner of the site
The cumulative intersection analysis for the With Project condition indicates that all project driveways would operate at acceptable Level of Service during both peak hours.

Traffic Study May 2024
D. Safety and Operational Improvements
The site driveways and project improvements must be designed so that adequate sight distance for drivers entering and exiting the site is maintained. The line of sight – a straight line between the driver’s eye and oncoming vehicles on the adjacent roadway defines the Limited Use Area. The Limited Use Area for each driveway must be kept clear of visual obstructions, including project signs, building structures, and landscaping, in order to maintain adequate sight distance.

E. Fair Share Calculations
The project fair share proportion of the improvements are shown on Table 9 (presented previously).

F. Specific Plan Signalization
Not Applicable.

G. General Plan Conformance
The proposed West Coast and Locust Warehouse project is in conformance with the Rialto Airport Specific Plan and the City of Rialto General Plan. Neither a Specific Plan Amendment nor a General Plan Amendment is required for the project.

H. Regional Funding Mechanisms
The project is subject to the City’s city-wide traffic impact fee program. To the extent that a recommended improvement is included in an existing fee program, the project’s payment of impact fees can be used to offset the costs of implementing the mitigation measures. In addition, the project may be required to c o n s t r u c t a n e e d e d i m p r o v e m e n t i n a d v a n c e o f t h e C i t y ’ s r e c e i p t o f f u l l f u n d i n g , i n w h i c h c a s e t h e improvement may be subject to a reimbursement agreement, to allow the project to recoup costs from future development.

It should be noted that existing driveway counts for a similar site were conducted on two typical weekdays in December 2021 to estimate existing operations for the project site. The existing use trips are noted in the Scoping Agreement (seeAppendix A). The existing use credit should be considered when determining traffic development impact fees (DIF) for the proposed project.

APPENDIX A

APPROVED SCOPING AGREEMENT
City of Rialto TIA Guidelines
October 2021

Exhibit A

SCOPING AGREEMENT FOR TRAFFIC IMPACT ANALYSIS
This following form shall be used to acknowledge preliminary approval of the scope for the traffic impact analysis (TIA) of the following project. The TIA must follow the City of Rialto Traffic Impact Analysis – Report Guidelines and Requirements, adopted by the City Council on ________________.

City of Rialto
Traffic Impact Analysis
Scoping Agreement
Case No.

Related Cases -
SP No.

EIR No.

GPA No.

ZC No.

Project Name:

Project Address:

Project Description:

Consultant Developer
Name:

Address:

Telephone:

Fax:

PPD2023-0018
The West Coast & Locust Avenue Warehouse
3115 N Locust Avenue, Rialto CA 92316 (TBD)
Construction of a 228,413 SF industrial building on a vacant parcel.

Kimley-Horn and Associates, Inc.

Rialto Springs LLC
Orange, CA 92868
Santa Fe Springs, CA 90670
(714) 780-2543
(562) 921-3581
N/A
N/A
13116 Imperial Highway
1100 W Town and Country Road, Suite 700
City of Rialto TIA Guidelines
October 2021

1. Trip Generation Source:

Existing GP Land Use Proposed Land Use
Current Zoning: Proposed Zoning:

Total Daily Project Trips:

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)
For appropriate land uses, a pass-by trip discount may be allowed not to exceed 25%. Discount trips shall be indicated on a report figure for intersections and access locations.

2. Trip Geographic Distribution: N % S % E % W %
(Detailed exhibits of trip distribution must be attached with Trucks as a separate exhibit)

3. Background Growth Traffic
Project Completion Year: Annual Background Growth Rate: % Other Phase Years
Other area projects to be considered:
(Contact Planning for Lists. Correlate projects to exhibit map and also indicate which projects have been included in study area forecasts for existing + background growth + project + cumulative)
Model/Forecast methodology:

4. Study Intersections: (NOTE: Subject to revision after other pr ojects, trip generation and distribution are determined, or comments from other agencies received.)

1. 6.

2. 7.

3. 8.

4. 9.

5. 10.

ITE Trip Generation Manual, 11th Edition (2021)
Light Industrial -
Warehousing (ITE 150)
Planned Industrial Development
No change
Net 584 Trips (655 PCE Trips) - See Attachment 2 - Trip Generation Table 7 7
14 50
15 65
0 1
1 18
50 68
2025
We will request a list of cumulative projects from the City's Planning Department
Existing + Ambient Growth + Cumulative Projects + Project to Opening Year
Locust Avenue at West Coast Boulevard
Locust Avenue at Casmalia Street
35 15
20 30
2 See Attachment 3 - Trip Distribution
(I-PID)
Specific Plan Overlay
Trucks: 20% 20% 30% 30% City of Rialto TIA Guidelines
October 2021

5. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies received.)

1. 6.

2. 7.

3. 8.

4. 9.

5. 10.

6. Other Jurisdictional Impacts
Is this project within any other Agency's Sphere of Influence or within one -mile of a nother jurisdictional boundary?
YES
NO
If so, name of Jurisdiction:

7. Site Plan (please attach 11" x 17" legible copy)

8. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline) (to be filled out by the City of Rialto Public Works Department) (NOTE: If the traffic study states that "a traffic signal is warranted" (or "a traffic signal appears to be warranted," or similar statement) at an existing un -signalized intersection under existing conditions, 8-hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.)

9. Existing Conditions
Traffic count data must be new or within one year. Provide traffic count dates if using other than new counts.

Date of counts:

NOTE Fees are due and must be submitted with, or prior to submittal of this form. The City will not process the Scoping Agreement prior to the receipt of the processing fee.

Fees Paid: Date
Site Adjacent Roadway Cross-Sections, Truck Turning Exhibit, and Line of Sight Exhibit.

See Attachment 1 - Site Plan
City of Rialto TIA Guidelines
October 2021

Recommended:

Scoping Agreement Submittal date
Scoping Agreement Resubmittal date

Applicant/Engineer Date

Land Use Concurrence:

Development Services Department Date

Approved by:

Public Works Department Date

NOTE:

The Applicant/Engineer acknowledges that the Scoping Agreement is intended to assist in the preparation of any required TIA. It is preliminary in nature and the City does not have sufficient data to determine the ultimate conditions that may be imposed for the project. It does not provide nor limit the requirements imposed on the Project but is intended only to provide initial input into the parameters for review of the traffic generated by the Project and the initial areas to be considered and studied. Subsequent changes to scope of required analysis to be included in the TIA may be required by the Transportation Commission, Planning Commission, and/or the City Council upon Public Works Director/City Engineer review and approval. 4/19/2023
7/28/2023
Kimley-Horn and Associates, Inc. July 28, 2023 9/21/23
Overall Site Plan
1-DAB-A1.1

SITE PLAN GENERAL NOTES
Owner:

Project:

Consultants:

Project Number:Revision:Date:Drawn by:

Title:

Sheet:
fax: 949 863 0851tel: 949 863 1770email: [email protected], ca18831 bardeen avenue, - ste. #100hpa, inc. 21376SW02/28/23
CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT SEC West Coast Blvd & N Locust Ave
Civil:Structural:Mechanical:Plumbing:Electrical:Landscape:Soils Engineer:Fire Protection:
- ARMSTRONG--- HUNTER LANDSCAPE--
tel:13116 Imperial HighwaySanta Fe Springs CA 90670562-921-3581

RIALTO SPRINGS LLC

THE WEST COAST& LOCUST AVENUEWAREHOUSE
SITE

VICINITY MAP

TABULATION
PROJECT INFORMATIONApplicant's Representative
Assessors Parcel Number
Project Address
Owner/Applicant
ZoningCode AnalysisConstruction Type

SITE LEGEND
ATTACHMENT 1
ATTACHMENT 2

SUMMARY OF PROJECT TRIP GENERATION
Trip Generation Rates 1
AM Peak Hour PM Peak Hour
Land Use Unit In Out Total In Out Total
Warehousing 150 KSF 1.710 0.131 0.039 0.170 0.050 0.130 0.180 Land Use Quantity Unit In Out Total In Out Total

4.900 Acre 71 7 7 14 0 1 1
Total Existing PCE Trips 71 7 7 14 0 1 1
228.413 KSF 391 30 9 39 11 30 41
Passenger Vehicles 60.00% 235 18 5 23 7 18 25
Trucks 40.00% 156 12 4 16 4 12 16
Daily In Out Total In Out Total
Passenger Vehicles 60.00% 235 1.0 235 18 5 23 7 18 25
2-Axle Trucks 0.80% 3 1.5 5 0 0 0 0 0 0
3-Axle Trucks 11.20% 44 2.0 88 7 2 9 2 7 9
4+ Axle Trucks 28.00% 109 3.0 327 25 8 33 9 25 34
Total Truck PCE Trips 420 32 10 42 11 32 43
Total Proposed Project PCE Trips 655 50 15 65 18 50 68
Net Difference (Proposed Minus Existing) 584 43 8 51 18 49 67 PM Peak Hour
ITE
Code Daily
Daily
Existing Use 2
Proposed Use
Trip Generation Estimates
PM Peak HourAM Peak Hour
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Average of driveway count data collection from similar existing site on Wednesday, December 15,2021, and Thursday, December 16, 2021. 3 Source: City of Rialto Traffic Impact Analysis Report Guidelines and Requirements Warehousing

WAREHOUSING PROJECT TRIPS - PASSENGER CAR EQUIVALENTS (PCE) Warehousing
Vehicle Mix 3 Daily
Vehicles
PCE Factor
3 AM Peak HourVehicle Type
West Coast and Locust Avenue Warehouse
Traffic Scoping Agreement
Kimley-Horn Associates, Inc.

July 2023
Legend:

Project Site
Study Intersection
Project Driveway
Passenger Car Distribution
X
YY%
D#
D2
D3
30%
20%
5%
30%
ATTACHMENT 3A - PASSENGER CAR DISTRIBUTION
15%
1 2

ATTACHMENT 3B - TRUCK DISTRIBUTION
Legend:

Project Site
Study Intersection
Project Driveway
Truck Distribution
X
YY%
D#
D2
D1
30%
30%
20%
20%
2 1

1`City of Rialto TIA Guidelines
October 2021
VMT Analysis Project Scoping Form
This scopin g form shall be submitted to the City of Rialto to assist in identifying infrastructure improvements that may be required to support traffic from the proposed project.

Project Identification:

Case Number:

Related Cases:

SP No.

EIR No.

GPA No.

CZ No.

Project Name:

Project Address:

Project Opening
Year:

Project
Description:

Consultant: Developer:

Name:

Address:

Telephone:

Fax/Email:

Trip Generation Information:

Trip Generation Data Source:

Current General Plan Land Use: Proposed General Plan Land Use:

Current Zoning: Proposed Zoning:

ITE Trip Generation Manual, 11th Edition (2021)
Light Industrial - Specific Plan Overlay
Warehousing (ITE 150)
Planned Industrial Development (I-PID)
No Change
PPD2023-0018
The West Coast & Locust Avenue Warehouse
3115 N Locust Avenue, Rialto, CA 92316 (TBD)
2025
Construction of a 228,413 SF industrial building on a vacant parcel.

Kimley-Horn and Associates, Inc.
1100 W Town and Country Road, Suite 700
Orange, CA 92868
(714) 780-2543
[email protected]
Rialto Springs LLC
13116 Imperial Highway
Santa Fe Springs, CA 90670
(562) 921-3581
N/A
City of Rialto TIA Guidelines
October 2021
Existing Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Trip Internalization: Yes No ( % Trip Discount)
Pass-By Allowance: Yes No ( % Trip Discount)
Potential Screening Checks
Is the project screened from VMT assessment? Yes No
VMT screening justification
VMT Scoping
For projects that are not screened, identify the following:
 Travel Demand Forecasting Model Used
 Attach SBCTA Screening VMT Assessment output or describe why it is not appropriate for use
 Attach proposed Model Land Use Inputs and Assumed Conversion Factors (attach)

7 7
14 0
1 1
✔
Please see attached VMT Screening Memorandum
50 15
65 18
50 68

City of Rialto TIA Guidelines
October 2021
Approved by:

Public Works Department Date
NOTE:

The Applicant/Engineer acknowledges that the Scoping Agreement is intended to assist in the preparation of any required TIA. It is preliminary in nature and the City does not have sufficient data to determine the ultimate conditions that may be imposed for the project. It does not provide nor limit the requirements imposed on the Project but is intended only to provide initial input into the parameters for review of t he traffic generated by the Project and the initial areas to be considered and studied. Subsequent changes to scope of required analysis to be included in the TIA may be required by the Transportation Commission, Planning Commission, and/or the City Council upon Public Works Director/City Engineer review and approval 9/21/23
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030 July 28, 2023
Daniel Casey
Senior Planner
City of Rialto
150 S. Palm Avenue
Rialto, CA 92376
Subject: Vehicle Miles Traveled Memorandum for The West Coast and Locust Avenue Warehouse Project in the City of Rialto
Dear Mr. Casey:

Kimley-Horn and Associates, Inc. has prepared a Vehicle Miles Traveled (VMT) memorandum for the proposed West Coast and Locust Avenue Warehouse Project. This memorandum based on the City of Rialto T r a f f i c I m p a c t A n a l y s i s G u i d e l i n e s f o r V e h i c l e M i l e s T r a v e l e d ( V M T ) a n d L e v e l o f Service (LOS) Assessment (October 2021).

PROJECT DESCRIPTION

The project site is located on southeast corner of Locust Avenue and West Coast Boulevard in the City of Rialto. The project site is bounded by single family homes to the north and east, and industrial buildings to the south and west. The project site is currently occupied by industrial uses and vacant land. The project site will involve the construction of a 228,413 square-foot industrial building. A copy of the project site plan is provided on Attachment 1.

Vehicular access provisions for the project site would be provided via two full-movement driveways on Locust Avenue and one full-movement on West Coast Boulevard. All project driveways would be unsignalized.

PROPOSED TRIP GENERATION
Trip generation estimates for the proposed project are based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (11 th Edition) trip generation rates for Warehousing (ITE 150). Trip generation rates and the resulting trip generation estimates for the proposed project are summarized on Attachment 2.

The project is estimated to generate 235 PC trips on a daily basis with 39 PC trips in the morning peak hour and 41 PC trips in the evening peak hour; and 156 truck trips on a daily basis with 16 truck trips in the morning peak hour and 16 truck trips in the evening peak hour.

Mr. Casey, July 28, 2023, Page 2
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030 PCE factors were then applied to the truck types, based on the number of axles, to determine the total PCE volumes generated by the proposed project. Daily and peak hour trip generation estimates for the proposed project are summarized on Table 1 (previously mentioned). The proposed project is estimated to generate 655 daily PCE trips, with 65 PCE trips in the morning peak hour, and 68 PCE trips in the evening peak hour.

CEQA VEHICLE MILES TRAVELED (VMT) SCREENING
Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA.

The City of Rialto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT) and Level of Service (LOS) Assessment (October 2021) provide details on appropriate screening thresholds that can be used to identify when a proposed land use project is anticipated to result in a less-than- significant impact without conducting a more detailed level analysis. Screening thresholds are broken down into the following three criteria:

1. Transit Priority Area (TPA) Screening

2. Low VMT Area Screening

3. Project Type Screening
Land development projects that meet one or more of the above screening thresholds may be presumed to create a less-than-significant impact on transportation and circulation. The screening thresholds were reviewed and evaluated for this project.

Transit Priority Area (TPA) Screening
A project located within a Transit Priority Area (TPA), as determined by the San Bernadino County Transportation Authority (SBCTA) VMT Screening Tool, would be considered to have a less-than significant transportation impact. Based on the SBCTA VMT Screening Tool, the proposed project is not located within a TPA.

The Transit Priority Area Screening threshold is not met.

Mr. Casey, July 28, 2023, Page 3
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030 Low VMT Area Screening
A project located within a low VMT area as determined by the City’s guidelines and the SBCTA VMT Screening Tool would be considered to have a less-than-significant transportation impact.

Based on the City of Rialto VMT thresholds and the SBCTA VMT Screening Tool, the proposed p r o j e c t i s n o t l o c a t e d w i t h i n a l o w V M T a r e a . R e s u l t s o f t h e S B C T A V M T S c r e e n i n g T o o l a r e provided in Attachment 3.

The Low VMT Area Screening threshold is not met.

Project Type Screening

A project would be considered to have a less-than-significant transportation impact if the project generates less than 110 daily vehicle trips.

The following uses would also be presumed to have a less-than-significant VMT impact:
· K-12 Schools
· Local-Serving retail less than 50,000 square feet
· Local parks
· Day care centers
· Local serving gas stations
· Local serving banks
· Student housing projects
· Local-serving hotels (e.g., non-destination hotels)
· Local-serving medical
· Student housing projects on or adjacent to college campuses · Local-serving assembly uses (places of worship, community organizations) · Community institutions (public libraries, fire stations, local government) · Local serving community colleges that are consistent with the assumptions noted in the

RTP/SCS
· Affordable or supportive housing
· Assisted living facilities
· Senior housing (as defined by HUD)
The project will involve the construction of a 228,413 square-foot industrial building that generates more than 110 daily trips; therefore, the project would not be screened out based on project type.

The Project Type Screening threshold is not met.

Mr. Casey, July 28, 2023, Page 4
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030

VMT ASSESSMENT
The project site is located within the Rialto Airport Specific Plan. The approved Rialto Airport Specific Plan (dated November 18, 1997) serves as a master plan for the economic development of the 3,131-acre project area which encompasses the northwest portion of the City of Rialto. The existing zoning designations and land uses identified in the City of Rialto General Plan are superseded by the land uses assigned in this Specific Plan.

Per the Specific Plan’s land use map, the project site for the West Coast and Locust Avenue Warehouse is classified as ‘Planned Industrial Development’. A copy of the map is provided on Figure 2. Section 4.0-6 of the Rialto Airport Specific Plan Program EIR describes ‘Planned Industrial Development’ as “light industrial and industrial/business park uses”.

The Rialto Airport Specific Plan assumed a maximum floor area ratio (FAR) of 0.7:1 for planned industrial development. The total area of the proposed project site is 488,624 square feet, resulting in a maximum allowable building size of 342,037 square feet. As such, the proposed 228,413 square-foot industrial building would have fewer VMT than the site based on the land use designation in the Rialto Airport Specific Plan. Therefore, the proposed project would create a less-than-significant VMT impact, and no further analysis is required.

Please contact me if you have any questions or if you need additional information.

Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.

Trevor Briggs, P.E

Overall Site Plan
1-DAB-A1.1

SITE PLAN GENERAL NOTES
Owner:

Project:

Consultants:

Project Number:Revision:Date:Drawn by:

Title:

RIALTO SPRINGS LLC

THE WEST COAST& LOCUST AVENUEWAREHOUSE
SITE

VICINITY MAP

TABULATION
PROJECT INFORMATIONApplicant's Representative
Assessors Parcel Number
Project Address
Owner/Applicant
ZoningCode AnalysisConstruction Type

SITE LEGEND
ATTACHMENT 1
ATTACHMENT 2

July 2023
ATTACHMENT 3

APPENDIX B

TRAFFIC COUNT DATA SHEETS
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 42 2 44 9 37 46 5 28 33 123
07:15 AM 47 1 48 18 39 57 4 36 40 145
07:30 AM 77 5 82 24 69 93 5 54 59 234
07:45 AM 117 7 124 36 85 121 4 74 78 323
Total 283 15 298 87 230 317 18 192 210 825
08:00 AM 71 2 73 23 39 62 7 74 81 216
08:15 AM 47 2 49 30 24 54 5 44 49 152
08:30 AM 39 6 45 40 31 71 3 47 50 166
08:45 AM 34 4 38 15 20 35 2 24 26 99
Total 191 14 205 108 114 222 17 189 206 633
Grand Total 474 29 503 195 344 539 35 381 416 1458
Apprch % 94.2 5.8 36.2 63.8 8.4 91.6
Total % 32.5 2 34.5 13.4 23.6 37 2.4 26.1 28.5
Passenger Vehicles 374 27 401 190 292 482 35 373 408 1291 % Passenger Vehicles 78.9 93.1 79.7 97.4 84.9 89.4 100 97.9 98.1 88.5 Large 2 Axle Vehicles 22 1 23 5 10 15 0 6 6 44
% Large 2 Axle Vehicles 4.6 3.4 4.6 2.6 2.9 2.8 0 1.6 1.4 3 3 Axle Vehicles 31 1 32 0 11 11 0 0 0 43
% 3 Axle Vehicles 6.5 3.4 6.4 0 3.2 2 0 0 0 2.9
4+ Axle Trucks 47 0 47 0 31 31 0 2 2 80
% 4+ Axle Trucks 9.9 0 9.3 0 9 5.8 0 0.5 0.5 5.5
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left 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 77 5 82 24 69 93 5 54 59 234
07:45 AM 117 7 124 36 85 121 4 74 78 323
08:00 AM 71 2 73 23 39 62 7 74 81 216
08:15 AM 47 2 49 30 24 54 5 44 49 152
Total Volume 312 16 328 113 217 330 21 246 267 925
% App. Total 95.1 4.9 34.2 65.8 7.9 92.1
PHF .667 .571 .661 .785 .638 .682 .750 .831 .824 .716
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
16 Thru
312
InOut Total
238 328 566
Left
113
Thru
217
Out TotalIn
558 330 888
Left
21 Right
246
TotalOut In
129 267 396
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
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:
07:30 AM 07:15 AM 07:30 AM
+0 mins. 77 5 82 18 39 57 5 54 59
+15 mins. 117 7 124 24 69 93 4 74 78
+30 mins. 71 2 73 36 85 121 7 74 81
+45 mins. 47 2 49 23 39 62 5 44 49
Total Volume 312 16 328 101 232 333 21 246 267
% App. Total 95.1 4.9 30.3 69.7 7.9 92.1
PHF .667 .571 .661 .701 .682 .688 .750 .831 .824
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 33 2 35 9 32 41 5 27 32 108
07:15 AM 34 1 35 17 32 49 4 35 39 123
07:30 AM 67 5 72 23 64 87 5 54 59 218
07:45 AM 102 7 109 35 74 109 4 71 75 293
Total 236 15 251 84 202 286 18 187 205 742
08:00 AM 56 2 58 23 36 59 7 73 80 197
08:15 AM 35 1 36 29 16 45 5 43 48 129
08:30 AM 25 6 31 39 24 63 3 46 49 143
08:45 AM 22 3 25 15 14 29 2 24 26 80
Total 138 12 150 106 90 196 17 186 203 549
Grand Total 374 27 401 190 292 482 35 373 408 1291
Apprch % 93.3 6.7 39.4 60.6 8.6 91.4
Total % 29 2.1 31.1 14.7 22.6 37.3 2.7 28.9 31.6
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 67 5 72 23 64 87 5 54 59 218
07:45 AM 102 7 109 35 74 109 4 71 75 293
08:00 AM 56 2 58 23 36 59 7 73 80 197
08:15 AM 35 1 36 29 16 45 5 43 48 129
Total Volume 260 15 275 110 190 300 21 241 262 837
% App. Total 94.5 5.5 36.7 63.3 8 92
PHF .637 .536 .631 .786 .642 .688 .750 .825 .819 .714
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
15 Thru
260
InOut Total
211 275 486
Left
110
Thru
190
Out TotalIn
501 300 801
Left
21 Right
241
TotalOut In
125 262 387
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 67 5 72 23 64 87 5 54 59
+15 mins. 102 7 109 35 74 109 4 71 75
+30 mins. 56 2 58 23 36 59 7 73 80
+45 mins. 35 1 36 29 16 45 5 43 48
Total Volume 260 15 275 110 190 300 21 241 262
% App. Total 94.5 5.5 36.7 63.3 8 92
PHF .637 .536 .631 .786 .642 .688 .750 .825 .819
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 6 0 6 0 3 3 0 1 1 10
07:15 AM 4 0 4 1 4 5 0 0 0 9
07:30 AM 0 0 0 1 1 2 0 0 0 2
07:45 AM 4 0 4 1 0 1 0 3 3 8
Total 14 0 14 3 8 11 0 4 4 29
08:00 AM 2 0 2 0 0 0 0 1 1 3
08:15 AM 2 1 3 1 1 2 0 0 0 5
08:30 AM 2 0 2 1 0 1 0 1 1 4
08:45 AM 2 0 2 0 1 1 0 0 0 3
Total 8 1 9 2 2 4 0 2 2 15
Grand Total 22 1 23 5 10 15 0 6 6 44
Apprch % 95.7 4.3 33.3 66.7 0 100
Total % 50 2.3 52.3 11.4 22.7 34.1 0 13.6 13.6
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 1 1 2 0 0 0 2
07:45 AM 4 0 4 1 0 1 0 3 3 8
08:00 AM 2 0 2 0 0 0 0 1 1 3
08:15 AM 2 1 3 1 1 2 0 0 0 5
Total Volume 8 1 9 3 2 5 0 4 4 18
% App. Total 88.9 11.1 60 40 0 100
PHF .500 .250 .563 .750 .500 .625 .000 .333 .333 .563
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
1 Thru
8 InOut Total
2 9 11
Left
3 Thru
2 Out TotalIn
12 5 17
Left
0 Right
4 TotalOut In
4 4 8
Peak Hour Begins at 07:30 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 1 1 2 0 0 0
+15 mins. 4 0 4 1 0 1 0 3 3
+30 mins. 2 0 2 0 0 0 0 1 1
+45 mins. 2 1 3 1 1 2 0 0 0
Total Volume 8 1 9 3 2 5 0 4 4
% App. Total 88.9 11.1 60 40 0 100
PHF .500 .250 .563 .750 .500 .625 .000 .333 .333
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 5 0 5 0 1 1 0 0 0 6
07:30 AM 4 0 4 0 0 0 0 0 0 4
07:45 AM 4 0 4 0 3 3 0 0 0 7
Total 13 0 13 0 4 4 0 0 0 17
08:00 AM 3 0 3 0 0 0 0 0 0 3
08:15 AM 3 0 3 0 3 3 0 0 0 6
08:30 AM 5 0 5 0 3 3 0 0 0 8
08:45 AM 7 1 8 0 1 1 0 0 0 9
Total 18 1 19 0 7 7 0 0 0 26
Grand Total 31 1 32 0 11 11 0 0 0 43
Apprch % 96.9 3.1 0 100 0 0
Total % 72.1 2.3 74.4 0 25.6 25.6 0 0 0
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 4 0 4 0 0 0 0 0 0 4
07:45 AM 4 0 4 0 3 3 0 0 0 7
08:00 AM 3 0 3 0 0 0 0 0 0 3
08:15 AM 3 0 3 0 3 3 0 0 0 6
Total Volume 14 0 14 0 6 6 0 0 0 20
% App. Total 100 0 0 100 0 0
PHF .875 .000 .875 .000 .500 .500 .000 .000 .000 .714
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
14 InOut Total
6 14 20
Left
0 Thru
6 Out TotalIn
14 6 20
Left
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 4 0 4 0 0 0 0 0 0
+15 mins. 4 0 4 0 3 3 0 0 0
+30 mins. 3 0 3 0 0 0 0 0 0
+45 mins. 3 0 3 0 3 3 0 0 0
Total Volume 14 0 14 0 6 6 0 0 0
% App. Total 100 0 0 100 0 0
PHF .875 .000 .875 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 3 0 3 0 2 2 0 0 0 5
07:15 AM 4 0 4 0 2 2 0 1 1 7
07:30 AM 6 0 6 0 4 4 0 0 0 10
07:45 AM 7 0 7 0 8 8 0 0 0 15
Total 20 0 20 0 16 16 0 1 1 37
08:00 AM 10 0 10 0 3 3 0 0 0 13
08:15 AM 7 0 7 0 4 4 0 1 1 12
08:30 AM 7 0 7 0 4 4 0 0 0 11
08:45 AM 3 0 3 0 4 4 0 0 0 7
Total 27 0 27 0 15 15 0 1 1 43
Grand Total 47 0 47 0 31 31 0 2 2 80
Apprch % 100 0 0 100 0 100
Total % 58.8 0 58.8 0 38.8 38.8 0 2.5 2.5
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 6 0 6 0 4 4 0 0 0 10
07:45 AM 7 0 7 0 8 8 0 0 0 15
08:00 AM 10 0 10 0 3 3 0 0 0 13
08:15 AM 7 0 7 0 4 4 0 1 1 12
Total Volume 30 0 30 0 19 19 0 1 1 50
% App. Total 100 0 0 100 0 100
PHF .750 .000 .750 .000 .594 .594 .000 .250 .250 .833
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
30 InOut Total
19 30 49
Left
0 Thru
19 Out TotalIn
31 19 50
Left
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 07:30 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 6 0 6 0 4 4 0 0 0
+15 mins. 7 0 7 0 8 8 0 0 0
+30 mins. 10 0 10 0 3 3 0 0 0
+45 mins. 7 0 7 0 4 4 0 1 1
Total Volume 30 0 30 0 19 19 0 1 1
% App. Total 100 0 0 100 0 100
PHF .750 .000 .750 .000 .594 .594 .000 .250 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 31 31 62 55 34 89 9 25 34 185
04:15 PM 55 45 100 83 41 124 21 64 85 309
04:30 PM 27 12 39 27 49 76 56 153 209 324
04:45 PM 33 9 42 40 22 62 6 35 41 145
Total 146 97 243 205 146 351 92 277 369 963
05:00 PM 35 3 38 42 26 68 9 29 38 144
05:15 PM 25 5 30 29 26 55 8 32 40 125
05:30 PM 32 6 38 39 38 77 5 37 42 157
05:45 PM 38 10 48 48 29 77 6 28 34 159
Total 130 24 154 158 119 277 28 126 154 585
Grand Total 276 121 397 363 265 628 120 403 523 1548
Apprch % 69.5 30.5 57.8 42.2 22.9 77.1
Total % 17.8 7.8 25.6 23.4 17.1 40.6 7.8 26 33.8
Passenger Vehicles 245 121 366 358 240 598 120 399 519 1483 % Passenger Vehicles 88.8 100 92.2 98.6 90.6 95.2 100 99 99.2 95.8 Large 2 Axle Vehicles 6 0 6 5 2 7 0 2 2 15
% Large 2 Axle Vehicles 2.2 0 1.5 1.4 0.8 1.1 0 0.5 0.4 1 3 Axle Vehicles 5 0 5 0 9 9 0 1 1 15
% 3 Axle Vehicles 1.8 0 1.3 0 3.4 1.4 0 0.2 0.2 1
4+ Axle Trucks 20 0 20 0 14 14 0 1 1 35
% 4+ Axle Trucks 7.2 0 5 0 5.3 2.2 0 0.2 0.2 2.3
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left 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 04:00 PM
04:00 PM 31 31 62 55 34 89 9 25 34 185
04:15 PM 55 45 100 83 41 124 21 64 85 309
04:30 PM 27 12 39 27 49 76 56 153 209 324
04:45 PM 33 9 42 40 22 62 6 35 41 145
Total Volume 146 97 243 205 146 351 92 277 369 963
% App. Total 60.1 39.9 58.4 41.6 24.9 75.1
PHF .664 .539 .608 .617 .745 .708 .411 .453 .441 .743
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
97 Thru
146
InOut Total
238 243 481
Left
205
Thru
146
Out TotalIn
423 351 774
Left
92 Right
277
TotalOut In
302 369 671
Peak Hour Begins at 04:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
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 04:00 PM 04:15 PM
+0 mins. 31 31 62 55 34 89 21 64 85
+15 mins. 55 45 100 83 41 124 56 153 209
+30 mins. 27 12 39 27 49 76 6 35 41
+45 mins. 33 9 42 40 22 62 9 29 38
Total Volume 146 97 243 205 146 351 92 281 373
% App. Total 60.1 39.9 58.4 41.6 24.7 75.3
PHF .664 .539 .608 .617 .745 .708 .411 .459 .446
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 25 31 56 55 25 80 9 24 33 169
04:15 PM 53 45 98 83 37 120 21 64 85 303
04:30 PM 26 12 38 27 46 73 56 151 207 318
04:45 PM 29 9 38 39 21 60 6 35 41 139
Total 133 97 230 204 129 333 92 274 366 929
05:00 PM 29 3 32 40 25 65 9 29 38 135
05:15 PM 21 5 26 29 25 54 8 32 40 120
05:30 PM 30 6 36 39 36 75 5 36 41 152
05:45 PM 32 10 42 46 25 71 6 28 34 147
Total 112 24 136 154 111 265 28 125 153 554
Grand Total 245 121 366 358 240 598 120 399 519 1483
Apprch % 66.9 33.1 59.9 40.1 23.1 76.9
Total % 16.5 8.2 24.7 24.1 16.2 40.3 8.1 26.9 35
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 25 31 56 55 25 80 9 24 33 169
04:15 PM 53 45 98 83 37 120 21 64 85 303
04:30 PM 26 12 38 27 46 73 56 151 207 318
04:45 PM 29 9 38 39 21 60 6 35 41 139
Total Volume 133 97 230 204 129 333 92 274 366 929
% App. Total 57.8 42.2 61.3 38.7 25.1 74.9
PHF .627 .539 .587 .614 .701 .694 .411 .454 .442 .730
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
97 Thru
133
InOut Total
221 230 451
Left
204
Thru
129
Out TotalIn
407 333 740
Left
92 Right
274
TotalOut In
301 366 667
Peak Hour Begins at 04:00 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 25 31 56 55 25 80 9 24 33
+15 mins. 53 45 98 83 37 120 21 64 85
+30 mins. 26 12 38 27 46 73 56 151 207
+45 mins. 29 9 38 39 21 60 6 35 41
Total Volume 133 97 230 204 129 333 92 274 366
% App. Total 57.8 42.2 61.3 38.7 25.1 74.9
PHF .627 .539 .587 .614 .701 .694 .411 .454 .442
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 1 1 0 1 1 3
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 1 1 1
04:45 PM 1 0 1 1 0 1 0 0 0 2
Total 2 0 2 1 1 2 0 2 2 6
05:00 PM 3 0 3 2 1 3 0 0 0 6
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 1 0 1 0 0 0 0 0 0 1
05:45 PM 0 0 0 2 0 2 0 0 0 2
Total 4 0 4 4 1 5 0 0 0 9
Grand Total 6 0 6 5 2 7 0 2 2 15
Apprch % 100 0 71.4 28.6 0 100
Total % 40 0 40 33.3 13.3 46.7 0 13.3 13.3
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 0 1 1 0 1 1 3
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 1 1 1
04:45 PM 1 0 1 1 0 1 0 0 0 2
Total Volume 2 0 2 1 1 2 0 2 2 6
% App. Total 100 0 50 50 0 100
PHF .500 .000 .500 .250 .250 .500 .000 .500 .500 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
2 InOut Total
1 2 3
Left
1 Thru
1 Out TotalIn
4 2 6
Left
0 Right
2 TotalOut In
1 2 3
Peak Hour Begins at 04:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 1 0 1 0 1 1 0 1 1
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 1 1
+45 mins. 1 0 1 1 0 1 0 0 0
Total Volume 2 0 2 1 1 2 0 2 2
% App. Total 100 0 50 50 0 100
PHF .500 .000 .500 .250 .250 .500 .000 .500 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 2 2 0 0 0 3
04:15 PM 1 0 1 0 1 1 0 0 0 2
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 2 0 2 0 4 4 0 0 0 6
05:00 PM 1 0 1 0 0 0 0 0 0 1
05:15 PM 1 0 1 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 2 2 0 1 1 3
05:45 PM 1 0 1 0 3 3 0 0 0 4
Total 3 0 3 0 5 5 0 1 1 9
Grand Total 5 0 5 0 9 9 0 1 1 15
Apprch % 100 0 0 100 0 100
Total % 33.3 0 33.3 0 60 60 0 6.7 6.7
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 0 2 2 0 0 0 3
04:15 PM 1 0 1 0 1 1 0 0 0 2
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 2 0 2 0 4 4 0 0 0 6
% App. Total 100 0 0 100 0 0
PHF .500 .000 .500 .000 .500 .500 .000 .000 .000 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
2 InOut Total
4 2 6
Left
0 Thru
4 Out TotalIn
2 4 6
Left
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 1 0 1 0 2 2 0 0 0
+15 mins. 1 0 1 0 1 1 0 0 0
+30 mins. 0 0 0 0 1 1 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 2 0 2 0 4 4 0 0 0
% App. Total 100 0 0 100 0 0
PHF .500 .000 .500 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 4 0 4 0 6 6 0 0 0 10
04:15 PM 1 0 1 0 3 3 0 0 0 4
04:30 PM 1 0 1 0 2 2 0 1 1 4
04:45 PM 3 0 3 0 1 1 0 0 0 4
Total 9 0 9 0 12 12 0 1 1 22
05:00 PM 2 0 2 0 0 0 0 0 0 2
05:15 PM 3 0 3 0 1 1 0 0 0 4
05:30 PM 1 0 1 0 0 0 0 0 0 1
05:45 PM 5 0 5 0 1 1 0 0 0 6
Total 11 0 11 0 2 2 0 0 0 13
Grand Total 20 0 20 0 14 14 0 1 1 35
Apprch % 100 0 0 100 0 100
Total % 57.1 0 57.1 0 40 40 0 2.9 2.9
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 4 0 4 0 6 6 0 0 0 10
04:15 PM 1 0 1 0 3 3 0 0 0 4
04:30 PM 1 0 1 0 2 2 0 1 1 4
04:45 PM 3 0 3 0 1 1 0 0 0 4
Total Volume 9 0 9 0 12 12 0 1 1 22
% App. Total 100 0 0 100 0 100
PHF .563 .000 .563 .000 .500 .500 .000 .250 .250 .550
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
9 InOut Total
12 9 21
Left
0 Thru
12 Out TotalIn
10 12 22
Left
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 04:00 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 4 0 4 0 6 6 0 0 0
+15 mins. 1 0 1 0 3 3 0 0 0
+30 mins. 1 0 1 0 2 2 0 1 1
+45 mins. 3 0 3 0 1 1 0 0 0
Total Volume 9 0 9 0 12 12 0 1 1
% App. Total 100 0 0 100 0 100
PHF .563 .000 .563 .000 .500 .500 .000 .250 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 78 2 80 0 0 1 1 1 46 0 47 0 0 0 0 128
07:15 AM 0 89 0 89 0 0 1 1 1 58 0 59 0 0 0 0 149
07:30 AM 0 124 0 124 0 0 6 6 0 150 0 150 0 0 0 0 280
07:45 AM 3 173 2 178 1 0 5 6 4 109 0 113 0 0 1 1 298
Total 3 464 4 471 1 0 13 14 6 363 0 369 0 0 1 1 855
08:00 AM 4 125 5 134 0 0 3 3 1 59 0 60 0 0 2 2 199
08:15 AM 2 102 0 104 0 0 0 0 1 62 1 64 0 0 0 0 168
08:30 AM 0 65 1 66 1 0 2 3 1 81 0 82 0 0 0 0 151
08:45 AM 0 47 0 47 0 0 0 0 0 43 0 43 0 0 0 0 90
Total 6 339 6 351 1 0 5 6 3 245 1 249 0 0 2 2 608
Grand Total 9 803 10 822 2 0 18 20 9 608 1 618 0 0 3 3 1463 Apprch % 1.1 97.7 1.2 10 0 90 1.5 98.4 0.2 0 0 100
Total % 0.6 54.9 0.7 56.2 0.1 0 1.2 1.4 0.6 41.6 0.1 42.2 0 0 0.2 0.2 Passenger Vehicles 9 683 9 701 2 0 18 20 9 540 1 550 0 0 2 2 1273 % Passenger Vehicles
100 85.1 90 85.3 100 0 100 100 100 88.8 100 89 0 0 66.7 66.7 87 Large 2 Axle Vehicles 0 21 1 22 0 0 0 0 0 16 0 16 0 0 1 1 39 % Large 2 Axle Vehicles
0 2.6 10 2.7 0 0 0 0 0 2.6 0 2.6 0 0 33.3 33.3 2.7
3 Axle Vehicles 0 17 0 17 0 0 0 0 0 16 0 16 0 0 0 0 33
% 3 Axle Vehicles 0 2.1 0 2.1 0 0 0 0 0 2.6 0 2.6 0 0 0 0 2.3 4+ Axle Trucks 0 82 0 82 0 0 0 0 0 36 0 36 0 0 0 0 118
% 4+ Axle Trucks 0 10.2 0 10 0 0 0 0 0 5.9 0 5.8 0 0 0 0 8.1 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 124 0 124 0 0 6 6 0 150 0 150 0 0 0 0 280
07:45 AM 3 173 2 178 1 0 5 6 4 109 0 113 0 0 1 1 298
08:00 AM 4 125 5 134 0 0 3 3 1 59 0 60 0 0 2 2 199
08:15 AM 2 102 0 104 0 0 0 0 1 62 1 64 0 0 0 0 168
Total Volume 9 524 7 540 1 0 14 15 6 380 1 387 0 0 3 3 945 % App. Total 1.7 97 1.3 6.7 0 93.3 1.6 98.2 0.3 0 0 100 PHF .563 .757 .350 .758 .250 .000 .583 .625 .375 .633 .250 .645 .000 .000 .375 .375 .793 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
7 Thru
524
Left
9 InOut Total
394 540 934
Right
14 Thru
0 Left
1 OutTotal In
10 15 25
Left
6 Thru
380
Right
1 Out TotalIn
528 387 915
Left
0 Thru
0 Right
3 TotalOut In
13 3 16
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
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:
07:30 AM 07:15 AM 07:30 AM 07:15 AM
+0 mins. 0 124 0 124 0 0 1 1 0 150 0 150 0 0 0 0
+15 mins. 3 173 2 178 0 0 6 6 4 109 0 113 0 0 0 0
+30 mins. 4 125 5 134 1 0 5 6 1 59 0 60 0 0 1 1
+45 mins. 2 102 0 104 0 0 3 3 1 62 1 64 0 0 2 2
Total Volume 9 524 7 540 1 0 15 16 6 380 1 387 0 0 3 3
% App. Total 1.7 97 1.3 6.2 0 93.8 1.6 98.2 0.3 0 0 100 PHF .563 .757 .350 .758 .250 .000 .625 .667 .375 .633 .250 .645 .000 .000 .375 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 66 1 67 0 0 1 1 1 37 0 38 0 0 0 0 106
07:15 AM 0 67 0 67 0 0 1 1 1 52 0 53 0 0 0 0 121
07:30 AM 0 110 0 110 0 0 6 6 0 136 0 136 0 0 0 0 252
07:45 AM 3 157 2 162 1 0 5 6 4 100 0 104 0 0 0 0 272
Total 3 400 3 406 1 0 13 14 6 325 0 331 0 0 0 0 751
08:00 AM 4 113 5 122 0 0 3 3 1 47 0 48 0 0 2 2 175
08:15 AM 2 89 0 91 0 0 0 0 1 57 1 59 0 0 0 0 150
08:30 AM 0 47 1 48 1 0 2 3 1 73 0 74 0 0 0 0 125
08:45 AM 0 34 0 34 0 0 0 0 0 38 0 38 0 0 0 0 72
Total 6 283 6 295 1 0 5 6 3 215 1 219 0 0 2 2 522
Grand Total 9 683 9 701 2 0 18 20 9 540 1 550 0 0 2 2 1273 Apprch % 1.3 97.4 1.3 10 0 90 1.6 98.2 0.2 0 0 100
Total % 0.7 53.7 0.7 55.1 0.2 0 1.4 1.6 0.7 42.4 0.1 43.2 0 0 0.2 0.2 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 110 0 110 0 0 6 6 0 136 0 136 0 0 0 0 252
07:45 AM 3 157 2 162 1 0 5 6 4 100 0 104 0 0 0 0 272
08:00 AM 4 113 5 122 0 0 3 3 1 47 0 48 0 0 2 2 175
08:15 AM 2 89 0 91 0 0 0 0 1 57 1 59 0 0 0 0 150
Total Volume 9 469 7 485 1 0 14 15 6 340 1 347 0 0 2 2 849 % App. Total 1.9 96.7 1.4 6.7 0 93.3 1.7 98 0.3 0 0 100 PHF .563 .747 .350 .748 .250 .000 .583 .625 .375 .625 .250 .638 .000 .000 .250 .250 .780 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
7 Thru
469
Left
9 InOut Total
354 485 839
Right
14 Thru
0 Left
1 OutTotal In
10 15 25
Left
6 Thru
340
Right
1 Out TotalIn
472 347 819
Left
0 Thru
0 Right
2 TotalOut In
13 2 15
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 110 0 110 0 0 6 6 0 136 0 136 0 0 0 0
+15 mins. 3 157 2 162 1 0 5 6 4 100 0 104 0 0 0 0
+30 mins. 4 113 5 122 0 0 3 3 1 47 0 48 0 0 2 2
+45 mins. 2 89 0 91 0 0 0 0 1 57 1 59 0 0 0 0
Total Volume 9 469 7 485 1 0 14 15 6 340 1 347 0 0 2 2
% App. Total 1.9 96.7 1.4 6.7 0 93.3 1.7 98 0.3 0 0 100 PHF .563 .747 .350 .748 .250 .000 .583 .625 .375 .625 .250 .638 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 3 1 4 0 0 0 0 0 3 0 3 0 0 0 0 7
07:15 AM 0 7 0 7 0 0 0 0 0 2 0 2 0 0 0 0 9
07:30 AM 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1 3
Total 0 13 1 14 0 0 0 0 0 11 0 11 0 0 1 1 26
08:00 AM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
08:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:30 AM 0 4 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6
08:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 8 0 8 0 0 0 0 0 5 0 5 0 0 0 0 13
Grand Total 0 21 1 22 0 0 0 0 0 16 0 16 0 0 1 1 39
Apprch % 0 95.5 4.5 0 0 0 0 100 0 0 0 100
Total % 0 53.8 2.6 56.4 0 0 0 0 0 41 0 41 0 0 2.6 2.6
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1 3
08:00 AM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
08:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total Volume 0 7 0 7 0 0 0 0 0 7 0 7 0 0 1 1 15
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .583 .000 .583 .000 .000 .000 .000 .000 .350 .000 .350 .000 .000 .250 .250 .536 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
7 Left
0 InOut Total
7 7 14
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
7 Right
0 Out TotalIn
8 7 15
Left
0 Thru
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 07:30 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1
+30 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 7 0 7 0 0 0 0 0 7 0 7 0 0 1 1
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .583 .000 .583 .000 .000 .000 .000 .000 .350 .000 .350 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
9 Left
0 InOut Total
10 9 19
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
10 Right
0 Out TotalIn
9 10 19
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0
+45 mins. 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 9 0 9 0 0 0 0 0 10 0 10 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .563 .000 .563 .000 .000 .000 .000 .000 .833 .000 .833 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 9 0 9 0 0 0 0 0 5 0 5 0 0 0 0 14
07:15 AM 0 9 0 9 0 0 0 0 0 3 0 3 0 0 0 0 12
07:30 AM 0 11 0 11 0 0 0 0 0 6 0 6 0 0 0 0 17
07:45 AM 0 14 0 14 0 0 0 0 0 6 0 6 0 0 0 0 20
Total 0 43 0 43 0 0 0 0 0 20 0 20 0 0 0 0 63
08:00 AM 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
08:15 AM 0 9 0 9 0 0 0 0 0 2 0 2 0 0 0 0 11
08:30 AM 0 12 0 12 0 0 0 0 0 3 0 3 0 0 0 0 15
08:45 AM 0 13 0 13 0 0 0 0 0 2 0 2 0 0 0 0 15
Total 0 39 0 39 0 0 0 0 0 16 0 16 0 0 0 0 55
Grand Total 0 82 0 82 0 0 0 0 0 36 0 36 0 0 0 0 118
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 69.5 0 69.5 0 0 0 0 0 30.5 0 30.5 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 11 0 11 0 0 0 0 0 6 0 6 0 0 0 0 17
07:45 AM 0 14 0 14 0 0 0 0 0 6 0 6 0 0 0 0 20
08:00 AM 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
08:15 AM 0 9 0 9 0 0 0 0 0 2 0 2 0 0 0 0 11
Total Volume 0 39 0 39 0 0 0 0 0 23 0 23 0 0 0 0 62
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .696 .000 .696 .000 .000 .000 .000 .000 .639 .000 .639 .000 .000 .000 .000 .775 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
39 Left
0 InOut Total
23 39 62
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
23 Right
0 Out TotalIn
39 23 62
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 11 0 11 0 0 0 0 0 6 0 6 0 0 0 0
+15 mins. 0 14 0 14 0 0 0 0 0 6 0 6 0 0 0 0
+30 mins. 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0
+45 mins. 0 9 0 9 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 39 0 39 0 0 0 0 0 23 0 23 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .696 .000 .696 .000 .000 .000 .000 .000 .639 .000 .639 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 4 64 0 68 0 0 1 1 0 104 0 104 0 0 0 0 173
04:15 PM 1 104 0 105 0 0 0 0 0 119 0 119 0 0 0 0 224
04:30 PM 0 173 0 173 2 0 1 3 0 72 0 72 3 0 8 11 259
04:45 PM 0 65 0 65 0 0 1 1 0 62 2 64 0 0 0 0 130
Total 5 406 0 411 2 0 3 5 0 357 2 359 3 0 8 11 786
05:00 PM 1 55 0 56 0 0 1 1 0 54 1 55 0 0 0 0 112
05:15 PM 0 54 0 54 0 0 0 0 0 68 1 69 0 0 0 0 123
05:30 PM 1 65 0 66 0 0 0 0 0 80 0 80 0 0 0 0 146
05:45 PM 3 52 0 55 1 0 2 3 0 72 1 73 0 0 0 0 131
Total 5 226 0 231 1 0 3 4 0 274 3 277 0 0 0 0 512
Grand Total 10 632 0 642 3 0 6 9 0 631 5 636 3 0 8 11 1298 Apprch % 1.6 98.4 0 33.3 0 66.7 0 99.2 0.8 27.3 0 72.7 Total % 0.8 48.7 0 49.5 0.2 0 0.5 0.7 0 48.6 0.4 49 0.2 0 0.6 0.8 Passenger Vehicles 10 603 0 613 3 0 6 9 0 603 5 608 3 0 8 11 1241 % Passenger Vehicles
100 95.4 0 95.5 100 0 100 100 0 95.6 100 95.6 100 0 100 100 95.6 Large 2 Axle Vehicles 0 6 0 6 0 0 0 0 0 7 0 7 0 0 0 0 13 % Large 2 Axle Vehicles
0 0.9 0 0.9 0 0 0 0 0 1.1 0 1.1 0 0 0 0 1
3 Axle Vehicles 0 8 0 8 0 0 0 0 0 6 0 6 0 0 0 0 14
% 3 Axle Vehicles 0 1.3 0 1.2 0 0 0 0 0 1 0 0.9 0 0 0 0 1.1 4+ Axle Trucks 0 15 0 15 0 0 0 0 0 15 0 15 0 0 0 0 30
% 4+ Axle Trucks 0 2.4 0 2.3 0 0 0 0 0 2.4 0 2.4 0 0 0 0 2.3 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 04:00 PM
04:00 PM 4 64 0 68 0 0 1 1 0 104 0 104 0 0 0 0 173
04:15 PM 1 104 0 105 0 0 0 0 0 119 0 119 0 0 0 0 224
04:30 PM 0 173 0 173 2 0 1 3 0 72 0 72 3 0 8 11 259
04:45 PM 0 65 0 65 0 0 1 1 0 62 2 64 0 0 0 0 130
Total Volume 5 406 0 411 2 0 3 5 0 357 2 359 3 0 8 11 786 % App. Total 1.2 98.8 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .587 .000 .594 .250 .000 .750 .417 .000 .750 .250 .754 .250 .000 .250 .250 .759 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
406
Left
5 InOut Total
363 411 774
Right
3 Thru
0 Left
2 OutTotal In
7 5 12
Left
0 Thru
357
Right
2 Out TotalIn
416 359 775
Left
3 Thru
0 Right
8 TotalOut In
0 11 11
Peak Hour Begins at 04:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
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 04:00 PM 04:00 PM 04:00 PM
+0 mins. 4 64 0 68 0 0 1 1 0 104 0 104 0 0 0 0
+15 mins. 1 104 0 105 0 0 0 0 0 119 0 119 0 0 0 0
+30 mins. 0 173 0 173 2 0 1 3 0 72 0 72 3 0 8 11
+45 mins. 0 65 0 65 0 0 1 1 0 62 2 64 0 0 0 0
Total Volume 5 406 0 411 2 0 3 5 0 357 2 359 3 0 8 11
% App. Total 1.2 98.8 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .587 .000 .594 .250 .000 .750 .417 .000 .750 .250 .754 .250 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 4 62 0 66 0 0 1 1 0 101 0 101 0 0 0 0 168
04:15 PM 1 97 0 98 0 0 0 0 0 116 0 116 0 0 0 0 214
04:30 PM 0 169 0 169 2 0 1 3 0 69 0 69 3 0 8 11 252
04:45 PM 0 61 0 61 0 0 1 1 0 57 2 59 0 0 0 0 121
Total 5 389 0 394 2 0 3 5 0 343 2 345 3 0 8 11 755
05:00 PM 1 53 0 54 0 0 1 1 0 53 1 54 0 0 0 0 109
05:15 PM 0 48 0 48 0 0 0 0 0 65 1 66 0 0 0 0 114
05:30 PM 1 63 0 64 0 0 0 0 0 74 0 74 0 0 0 0 138
05:45 PM 3 50 0 53 1 0 2 3 0 68 1 69 0 0 0 0 125
Total 5 214 0 219 1 0 3 4 0 260 3 263 0 0 0 0 486
Grand Total 10 603 0 613 3 0 6 9 0 603 5 608 3 0 8 11 1241 Apprch % 1.6 98.4 0 33.3 0 66.7 0 99.2 0.8 27.3 0 72.7 Total % 0.8 48.6 0 49.4 0.2 0 0.5 0.7 0 48.6 0.4 49 0.2 0 0.6 0.9 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 4 62 0 66 0 0 1 1 0 101 0 101 0 0 0 0 168
04:15 PM 1 97 0 98 0 0 0 0 0 116 0 116 0 0 0 0 214
04:30 PM 0 169 0 169 2 0 1 3 0 69 0 69 3 0 8 11 252
04:45 PM 0 61 0 61 0 0 1 1 0 57 2 59 0 0 0 0 121
Total Volume 5 389 0 394 2 0 3 5 0 343 2 345 3 0 8 11 755 % App. Total 1.3 98.7 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .575 .000 .583 .250 .000 .750 .417 .000 .739 .250 .744 .250 .000 .250 .250 .749 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
389
Left
5 InOut Total
349 394 743
Right
3 Thru
0 Left
2 OutTotal In
7 5 12
Left
0 Thru
343
Right
2 Out TotalIn
399 345 744
Left
3 Thru
0 Right
8 TotalOut In
0 11 11
Peak Hour Begins at 04:00 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 4 62 0 66 0 0 1 1 0 101 0 101 0 0 0 0
+15 mins. 1 97 0 98 0 0 0 0 0 116 0 116 0 0 0 0
+30 mins. 0 169 0 169 2 0 1 3 0 69 0 69 3 0 8 11
+45 mins. 0 61 0 61 0 0 1 1 0 57 2 59 0 0 0 0
Total Volume 5 389 0 394 2 0 3 5 0 343 2 345 3 0 8 11
% App. Total 1.3 98.7 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .575 .000 .583 .250 .000 .750 .417 .000 .739 .250 .744 .250 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0 8
05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5
Grand Total 0 6 0 6 0 0 0 0 0 7 0 7 0 0 0 0 13
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 46.2 0 46.2 0 0 0 0 0 53.8 0 53.8 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total Volume 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0 8
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
3 Left
0 InOut Total
5 3 8
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
5 Right
0 Out TotalIn
3 5 8
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:45 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
Total 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
05:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7
Grand Total 0 8 0 8 0 0 0 0 0 6 0 6 0 0 0 0 14
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 57.1 0 57.1 0 0 0 0 0 42.9 0 42.9 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:45 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
Total Volume 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .583 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
4 Left
0 InOut Total
3 4 7
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
3 Right
0 Out TotalIn
4 3 7
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:15 PM 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0 7
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total 0 10 0 10 0 0 0 0 0 6 0 6 0 0 0 0 16
05:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:15 PM 0 4 0 4 0 0 0 0 0 1 0 1 0 0 0 0 5
05:30 PM 0 1 0 1 0 0 0 0 0 5 0 5 0 0 0 0 6
05:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
Grand Total 0 15 0 15 0 0 0 0 0 15 0 15 0 0 0 0 30
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 50 0 50 0 0 0 0 0 50 0 50 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:15 PM 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0 7
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total Volume 0 10 0 10 0 0 0 0 0 6 0 6 0 0 0 0 16
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .571 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
10 Left
0 InOut Total
6 10 16
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
6 Right
0 Out TotalIn
10 6 16
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
+15 mins. 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 10 0 10 0 0 0 0 0 6 0 6 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

77.2 85.6 82.9 83.5 55.6 95.5 85.7 88 76.7 90.2 94.1 87.2 73.9 95.5 77 80 84.4 Large 2 Axle Vehicles 5 14 4 23 0 5 7 12 3 11 0 14 6 3 2 11 60 % Large 2 Axle Vehicles

4.1 3.1 1.3 2.6 0 2.5 5 3.2 2.9 3.5 0 3.2 2.4 2.7 3.3 2.6 2.8 3 Axle Vehicles 1 12 6 19 13 1 6 20 6 10 1 17 9 2 9 20 76 % 3 Axle Vehicles 0.8 2.7 2 2.2 36.1 0.5 4.3 5.3 5.8 3.2 5.9 3.9 3.6 1.8 14.8 4.8 3.6 4+ Axle Trucks 22 39 42 103 3 3 7 13 15 10 0 25 50 0 3 53 194 % 4+ Axle Trucks 17.9 8.6 13.8 11.7 8.3 1.5 5 3.5 14.6 3.2 0 5.7 20.1 0 4.9 12.6 9.2 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 57 33 105 3 30 25 58 12 69 6 87 29 18 4 51 301 07:45 AM 24 87 35 146 6 28 30 64 15 52 2 69 38 13 7 58 337 08:00 AM 27 74 30 131 10 28 10 48 23 29 1 53 29 13 5 47 279 08:15 AM 11 38 43 92 2 28 18 48 9 37 2 48 40 18 9 67 255 Total Volume 77 256 141 474 21 114 83 218 59 187 11 257 136 62 25 223 1172 % App. Total 16.2 54 29.7 9.6 52.3 38.1 23 72.8 4.3 61 27.8 11.2 PHF .713 .736 .820 .812 .525 .950 .692 .852 .641 .678 .458 .739 .850 .861 .694 .832 .869 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
141
Thru
256
Left
77 InOut Total
406 474 880
Right
83 Thru
114
Left
21 OutTotal In
150 218 368
Left
59 Thru
187
Right
11 Out TotalIn
302 257 559
Left
136
Thru
62 Right
25 TotalOut In
314 223 537
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:00 AM 07:45 AM
+0 mins. 24 87 35 146 3 30 25 58 13 37 4 54 38 13 7 58
+15 mins. 27 74 30 131 6 28 30 64 15 41 2 58 29 13 5 47 +30 mins. 11 38 43 92 10 28 10 48 12 69 6 87 40 18 9 67 +45 mins. 13 65 59 137 2 28 18 48 15 52 2 69 34 16 15 65 Total Volume 75 264 167 506 21 114 83 218 55 199 14 268 141 60 36 237 % App. Total 14.8 52.2 33 9.6 52.3 38.1 20.5 74.3 5.2 59.5 25.3 15.2 PHF .694 .759 .708 .866 .525 .950 .692 .852 .917 .721 .583 .770 .881 .833 .600 .884 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 9 42 31 82 3 20 19 42 10 33 3 46 14 7 4 25 195 07:15 AM 10 36 33 79 1 21 14 36 12 35 2 49 27 6 5 38 202 07:30 AM 13 50 32 95 2 28 23 53 11 64 6 81 25 18 4 47 276 07:45 AM 18 81 30 129 4 27 28 59 12 52 2 66 28 12 6 46 300 Total 50 209 126 385 10 96 84 190 45 184 13 242 94 43 19 156 973 08:00 AM 22 64 24 110 6 27 9 42 17 25 1 43 18 13 3 34 229 08:15 AM 9 31 36 76 1 28 15 44 6 35 2 43 31 17 7 55 218 08:30 AM 10 53 50 113 2 22 9 33 6 19 0 25 27 16 13 56 227 08:45 AM 4 29 16 49 1 17 3 21 5 23 0 28 14 16 5 35 133
Total 45 177 126 348 10 94 36 140 34 102 3 139 90 62 28 180 807 Grand Total 95 386 252 733 20 190 120 330 79 286 16 381 184 105 47 336 1780 Apprch % 13 52.7 34.4 6.1 57.6 36.4 20.7 75.1 4.2 54.8 31.2 14 Total % 5.3 21.7 14.2 41.2 1.1 10.7 6.7 18.5 4.4 16.1 0.9 21.4 10.3 5.9 2.6 18.9 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 50 32 95 2 28 23 53 11 64 6 81 25 18 4 47 276 07:45 AM 18 81 30 129 4 27 28 59 12 52 2 66 28 12 6 46 300 08:00 AM 22 64 24 110 6 27 9 42 17 25 1 43 18 13 3 34 229 08:15 AM 9 31 36 76 1 28 15 44 6 35 2 43 31 17 7 55 218 Total Volume 62 226 122 410 13 110 75 198 46 176 11 233 102 60 20 182 1023 % App. Total 15.1 55.1 29.8 6.6 55.6 37.9 19.7 75.5 4.7 56 33 11 PHF .705 .698 .847 .795 .542 .982 .670 .839 .676 .688 .458 .719 .823 .833 .714 .827 .853 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
122
Thru
226
Left
62 InOut Total
353 410 763
Right
75 Thru
110
Left
13 OutTotal In
133 198 331
Left
46 Thru
176
Right
11 Out TotalIn
259 233 492
Left
102
Thru
60 Right
20 TotalOut In
278 182 460
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 13 50 32 95 2 28 23 53 11 64 6 81 25 18 4 47
+15 mins. 18 81 30 129 4 27 28 59 12 52 2 66 28 12 6 46 +30 mins. 22 64 24 110 6 27 9 42 17 25 1 43 18 13 3 34
+45 mins. 9 31 36 76 1 28 15 44 6 35 2 43 31 17 7 55
Total Volume 62 226 122 410 13 110 75 198 46 176 11 233 102 60 20 182 % App. Total 15.1 55.1 29.8 6.6 55.6 37.9 19.7 75.5 4.7 56 33 11 PHF .705 .698 .847 .795 .542 .982 .670 .839 .676 .688 .458 .719 .823 .833 .714 .827 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 0 0 0 0 0 0 1 1 0 3 0 3 0 0 0 0 4
07:15 AM 0 3 1 4 0 0 1 1 1 2 0 3 0 0 0 0 8
07:30 AM 0 1 0 1 0 2 1 3 0 1 0 1 0 0 0 0 5
07:45 AM 1 1 0 2 0 1 0 1 1 0 0 1 1 1 0 2 6
Total 1 5 1 7 0 3 3 6 2 6 0 8 1 1 0 2 23
08:00 AM 3 3 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6
08:15 AM 0 1 0 1 0 0 2 2 0 2 0 2 2 1 0 3 8
08:30 AM 0 4 2 6 0 0 2 2 0 1 0 1 1 0 0 1 10
08:45 AM 1 1 1 3 0 2 0 2 1 2 0 3 2 1 2 5 13
Total 4 9 3 16 0 2 4 6 1 5 0 6 5 2 2 9 37
Grand Total 5 14 4 23 0 5 7 12 3 11 0 14 6 3 2 11 60
Apprch % 21.7 60.9 17.4 0 41.7 58.3 21.4 78.6 0 54.5 27.3 18.2 Total % 8.3 23.3 6.7 38.3 0 8.3 11.7 20 5 18.3 0 23.3 10 5 3.3 18.3 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 0 1 0 2 1 3 0 1 0 1 0 0 0 0 5
07:45 AM 1 1 0 2 0 1 0 1 1 0 0 1 1 1 0 2 6
08:00 AM 3 3 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6
08:15 AM 0 1 0 1 0 0 2 2 0 2 0 2 2 1 0 3 8
Total Volume 4 6 0 10 0 3 3 6 1 3 0 4 3 2 0 5 25
% App. Total 40 60 0 0 50 50 25 75 0 60 40 0
PHF .333 .500 .000 .417 .000 .375 .375 .500 .250 .375 .000 .500 .375 .500 .000 .417 .781 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
0 Thru
6 Left
4 InOut Total
9 10 19
Right
3 Thru
3 Left
0 OutTotal In
6 6 12
Left
1 Thru
3 Right
0 Out TotalIn
6 4 10
Left
3 Thru
2 Right
0 TotalOut In
4 5 9
Peak Hour Begins at 07:30 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 1 0 1 0 2 1 3 0 1 0 1 0 0 0 0
+15 mins. 1 1 0 2 0 1 0 1 1 0 0 1 1 1 0 2
+30 mins. 3 3 0 6 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 0 2 2 0 2 0 2 2 1 0 3
Total Volume 4 6 0 10 0 3 3 6 1 3 0 4 3 2 0 5
% App. Total 40 60 0 0 50 50 25 75 0 60 40 0
PHF .333 .500 .000 .417 .000 .375 .375 .500 .250 .375 .000 .500 .375 .500 .000 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 0 0 0 0 2 0 0 2 1 1 1 3 0 1 3 4 9
07:15 AM 0 1 2 3 2 0 0 2 1 1 0 2 0 0 1 1 8
07:30 AM 0 3 0 3 1 0 0 1 1 1 0 2 1 0 0 1 7
07:45 AM 0 1 0 1 2 0 1 3 0 0 0 0 2 0 1 3 7
Total 0 5 2 7 7 0 1 8 3 3 1 7 3 1 5 9 31
08:00 AM 0 3 1 4 3 0 1 4 0 1 0 1 0 0 1 1 10
08:15 AM 1 2 0 3 1 0 1 2 1 0 0 1 3 0 1 4 10
08:30 AM 0 1 3 4 1 0 2 3 0 2 0 2 2 0 1 3 12
08:45 AM 0 1 0 1 1 1 1 3 2 4 0 6 1 1 1 3 13
Total 1 7 4 12 6 1 5 12 3 7 0 10 6 1 4 11 45
Grand Total 1 12 6 19 13 1 6 20 6 10 1 17 9 2 9 20 76
Apprch % 5.3 63.2 31.6 65 5 30 35.3 58.8 5.9 45 10 45 Total % 1.3 15.8 7.9 25 17.1 1.3 7.9 26.3 7.9 13.2 1.3 22.4 11.8 2.6 11.8 26.3 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 3 0 3 1 0 0 1 1 1 0 2 1 0 0 1 7
07:45 AM 0 1 0 1 2 0 1 3 0 0 0 0 2 0 1 3 7
08:00 AM 0 3 1 4 3 0 1 4 0 1 0 1 0 0 1 1 10
08:15 AM 1 2 0 3 1 0 1 2 1 0 0 1 3 0 1 4 10
Total Volume 1 9 1 11 7 0 3 10 2 2 0 4 6 0 3 9 34
% App. Total 9.1 81.8 9.1 70 0 30 50 50 0 66.7 0 33.3 PHF .250 .750 .250 .688 .583 .000 .750 .625 .500 .500 .000 .500 .500 .000 .750 .563 .850 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
1 Thru
9 Left
1 InOut Total
11 11 22
Right
3 Thru
0 Left
7 OutTotal In
1 10 11
Left
2 Thru
2 Right
0 Out TotalIn
19 4 23
Left
6 Thru
0 Right
3 TotalOut In
3 9 12
Peak Hour Begins at 07:30 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 3 0 3 1 0 0 1 1 1 0 2 1 0 0 1
+15 mins. 0 1 0 1 2 0 1 3 0 0 0 0 2 0 1 3
+30 mins. 0 3 1 4 3 0 1 4 0 1 0 1 0 0 1 1
+45 mins. 1 2 0 3 1 0 1 2 1 0 0 1 3 0 1 4
Total Volume 1 9 1 11 7 0 3 10 2 2 0 4 6 0 3 9
% App. Total 9.1 81.8 9.1 70 0 30 50 50 0 66.7 0 33.3 PHF .250 .750 .250 .688 .583 .000 .750 .625 .500 .500 .000 .500 .500 .000 .750 .563 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 4 2 6 12 0 1 1 2 2 0 0 2 5 0 0 5 21
07:15 AM 2 7 12 21 1 1 1 3 1 3 0 4 4 0 0 4 32
07:30 AM 2 3 1 6 0 0 1 1 0 3 0 3 3 0 0 3 13
07:45 AM 5 4 5 14 0 0 1 1 2 0 0 2 7 0 0 7 24
Total 13 16 24 53 1 2 4 7 5 6 0 11 19 0 0 19 90
08:00 AM 2 4 5 11 1 1 0 2 6 3 0 9 11 0 1 12 34
08:15 AM 1 4 7 12 0 0 0 0 2 0 0 2 4 0 1 5 19
08:30 AM 3 7 4 14 1 0 1 2 1 0 0 1 4 0 1 5 22
08:45 AM 3 8 2 13 0 0 2 2 1 1 0 2 12 0 0 12 29
Total 9 23 18 50 2 1 3 6 10 4 0 14 31 0 3 34 104
Grand Total 22 39 42 103 3 3 7 13 15 10 0 25 50 0 3 53 194 Apprch % 21.4 37.9 40.8 23.1 23.1 53.8 60 40 0 94.3 0 5.7 Total % 11.3 20.1 21.6 53.1 1.5 1.5 3.6 6.7 7.7 5.2 0 12.9 25.8 0 1.5 27.3 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 3 1 6 0 0 1 1 0 3 0 3 3 0 0 3 13
07:45 AM 5 4 5 14 0 0 1 1 2 0 0 2 7 0 0 7 24
08:00 AM 2 4 5 11 1 1 0 2 6 3 0 9 11 0 1 12 34
08:15 AM 1 4 7 12 0 0 0 0 2 0 0 2 4 0 1 5 19
Total Volume 10 15 18 43 1 1 2 4 10 6 0 16 25 0 2 27 90 % App. Total 23.3 34.9 41.9 25 25 50 62.5 37.5 0 92.6 0 7.4 PHF .500 .938 .643 .768 .250 .250 .500 .500 .417 .500 .000 .444 .568 .000 .500 .563 .662 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
18 Thru
15 Left
10 InOut Total
33 43 76
Right
2 Thru
1 Left
1 OutTotal In
10 4 14
Left
10 Thru
6 Right
0 Out TotalIn
18 16 34
Left
25 Thru
0 Right
2 TotalOut In
29 27 56
Peak Hour Begins at 07:30 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 2 3 1 6 0 0 1 1 0 3 0 3 3 0 0 3
+15 mins. 5 4 5 14 0 0 1 1 2 0 0 2 7 0 0 7
+30 mins. 2 4 5 11 1 1 0 2 6 3 0 9 11 0 1 12
+45 mins. 1 4 7 12 0 0 0 0 2 0 0 2 4 0 1 5
Total Volume 10 15 18 43 1 1 2 4 10 6 0 16 25 0 2 27
% App. Total 23.3 34.9 41.9 25 25 50 62.5 37.5 0 92.6 0 7.4 PHF .500 .938 .643 .768 .250 .250 .500 .500 .417 .500 .000 .444 .568 .000 .500 .563 Counts Unlimited, Inc.

97.2 94.6 97.5 96.1 85 97.9 92 95.8 89.1 95.5 81.6 93 97 97 91 95.9 95.3 Large 2 Axle Vehicles 1 6 2 9 0 3 3 6 2 0 1 3 0 2 3 5 23 % Large 2 Axle Vehicles

0.6 1.5 0.6 1 0 1.1 3 1.5 1.6 0 2.6 0.6 0 0.5 2.1 0.6 0.9 3 Axle Vehicles 1 7 3 11 1 2 3 6 1 2 1 4 2 8 3 13 34
% 3 Axle Vehicles 0.6 1.8 0.9 1.2 5 0.7 3 1.5 0.8 0.5 2.6 0.7 0.8 2 2.1 1.7 1.3 4+ Axle Trucks 3 8 3 14 2 1 2 5 11 15 5 31 5 2 7 14 64
% 4+ Axle Trucks 1.7 2.1 0.9 1.6 10 0.4 2 1.2 8.5 4 13.2 5.7 2.1 0.5 4.8 1.8 2.5 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:00 PM
04:00 PM 27 34 34 95 1 39 26 66 18 54 5 77 36 41 20 97 335 04:15 PM 27 43 30 100 3 31 15 49 18 59 1 78 28 58 26 112 339 04:30 PM 49 86 85 220 1 41 8 50 20 48 9 77 29 47 14 90 437 04:45 PM 22 48 41 111 3 38 11 52 18 37 11 66 30 53 19 102 331 Total Volume 125 211 190 526 8 149 60 217 74 198 26 298 123 199 79 401 1442 % App. Total 23.8 40.1 36.1 3.7 68.7 27.6 24.8 66.4 8.7 30.7 49.6 19.7 PHF .638 .613 .559 .598 .667 .909 .577 .822 .925 .839 .591 .955 .854 .858 .760 .895 .825 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
190
Thru
211
Left
125
InOut Total
381 526 907
Right
60 Thru
149
Left
8 OutTotal In
350 217 567
Left
74 Thru
198
Right
26 Out TotalIn
298 298 596
Left
123
Thru
199
Right
79 TotalOut In
413 401 814
Peak Hour Begins at 04:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
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 04:00 PM 04:00 PM 04:00 PM
+0 mins. 27 34 34 95 1 39 26 66 18 54 5 77 36 41 20 97
+15 mins. 27 43 30 100 3 31 15 49 18 59 1 78 28 58 26 112 +30 mins. 49 86 85 220 1 41 8 50 20 48 9 77 29 47 14 90 +45 mins. 22 48 41 111 3 38 11 52 18 37 11 66 30 53 19 102 Total Volume 125 211 190 526 8 149 60 217 74 198 26 298 123 199 79 401 % App. Total 23.8 40.1 36.1 3.7 68.7 27.6 24.8 66.4 8.7 30.7 49.6 19.7 PHF .638 .613 .559 .598 .667 .909 .577 .822 .925 .839 .591 .955 .854 .858 .760 .895 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 27 33 33 93 1 38 26 65 16 52 4 72 36 40 19 95 325 04:15 PM 25 41 30 96 2 30 14 46 15 57 1 73 28 55 22 105 320 04:30 PM 49 84 84 217 1 41 5 47 18 47 7 72 29 44 14 87 423 04:45 PM 22 44 41 107 3 37 10 50 16 36 9 61 29 51 18 98 316 Total 123 202 188 513 7 146 55 208 65 192 21 278 122 190 73 385 1384 05:00 PM 16 39 30 85 1 33 7 41 9 47 5 61 26 46 19 91 278 05:15 PM 14 35 38 87 2 26 10 38 18 41 1 60 28 39 12 79 264 05:30 PM 7 48 27 82 1 37 10 48 10 36 2 48 28 57 13 98 276 05:45 PM 11 44 27 82 6 33 10 49 13 42 2 57 26 50 15 91 279 Total 48 166 122 336 10 129 37 176 50 166 10 226 108 192 59 359 1097 Grand Total 171 368 310 849 17 275 92 384 115 358 31 504 230 382 132 744 2481 Apprch % 20.1 43.3 36.5 4.4 71.6 24 22.8 71 6.2 30.9 51.3 17.7 Total % 6.9 14.8 12.5 34.2 0.7 11.1 3.7 15.5 4.6 14.4 1.2 20.3 9.3 15.4 5.3 30 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 27 33 33 93 1 38 26 65 16 52 4 72 36 40 19 95 325 04:15 PM 25 41 30 96 2 30 14 46 15 57 1 73 28 55 22 105 320 04:30 PM 49 84 84 217 1 41 5 47 18 47 7 72 29 44 14 87 423 04:45 PM 22 44 41 107 3 37 10 50 16 36 9 61 29 51 18 98 316 Total Volume 123 202 188 513 7 146 55 208 65 192 21 278 122 190 73 385 1384 % App. Total 24 39.4 36.6 3.4 70.2 26.4 23.4 69.1 7.6 31.7 49.4 19 PHF .628 .601 .560 .591 .583 .890 .529 .800 .903 .842 .583 .952 .847 .864 .830 .917 .818 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
188
Thru
202
Left
123
InOut Total
369 513 882
Right
55 Thru
146
Left
7 OutTotal In
334 208 542
Left
65 Thru
192
Right
21 Out TotalIn
282 278 560
Left
122
Thru
190
Right
73 TotalOut In
399 385 784
Peak Hour Begins at 04:00 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 27 33 33 93 1 38 26 65 16 52 4 72 36 40 19 95
+15 mins. 25 41 30 96 2 30 14 46 15 57 1 73 28 55 22 105 +30 mins. 49 84 84 217 1 41 5 47 18 47 7 72 29 44 14 87 +45 mins. 22 44 41 107 3 37 10 50 16 36 9 61 29 51 18 98 Total Volume 123 202 188 513 7 146 55 208 65 192 21 278 122 190 73 385 % App. Total 24 39.4 36.6 3.4 70.2 26.4 23.4 69.1 7.6 31.7 49.4 19 PHF .628 .601 .560 .591 .583 .890 .529 .800 .903 .842 .583 .952 .847 .864 .830 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 0 1 1 2 0 1 0 1 0 0 0 0 0 0 0 0 3
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 1 0 1 0 0 2 2 1 0 1 2 0 0 0 0 5
04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4
Total 0 3 1 4 0 2 2 4 1 0 1 2 0 1 2 3 13
05:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 1 1 4
05:15 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 1 0 1 3
05:30 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2
05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 3 1 5 0 1 1 2 1 0 0 1 0 1 1 2 10
Grand Total 1 6 2 9 0 3 3 6 2 0 1 3 0 2 3 5 23
Apprch % 11.1 66.7 22.2 0 50 50 66.7 0 33.3 0 40 60
Total % 4.3 26.1 8.7 39.1 0 13 13 26.1 8.7 0 4.3 13 0 8.7 13 21.7 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 1 2 0 1 0 1 0 0 0 0 0 0 0 0 3
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 1 0 1 0 0 2 2 1 0 1 2 0 0 0 0 5
04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4
Total Volume 0 3 1 4 0 2 2 4 1 0 1 2 0 1 2 3 13
% App. Total 0 75 25 0 50 50 50 0 50 0 33.3 66.7
PHF .000 .750 .250 .500 .000 .500 .250 .500 .250 .000 .250 .250 .000 .250 .500 .375 .650 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
1 Thru
3 Left
0 InOut Total
2 4 6
Right
2 Thru
2 Left
0 OutTotal In
2 4 6
Left
1 Thru
0 Right
1 Out TotalIn
5 2 7
Left
0 Thru
1 Right
2 TotalOut In
4 3 7
Peak Hour Begins at 04:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 1 1 2 0 1 0 1 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
+30 mins. 0 1 0 1 0 0 2 2 1 0 1 2 0 0 0 0
+45 mins. 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2
Total Volume 0 3 1 4 0 2 2 4 1 0 1 2 0 1 2 3
% App. Total 0 75 25 0 50 50 50 0 50 0 33.3 66.7
PHF .000 .750 .250 .500 .000 .500 .250 .500 .250 .000 .250 .250 .000 .250 .500 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
04:15 PM 0 1 0 1 1 0 0 1 1 0 0 1 0 3 2 5 8
04:30 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2 4
04:45 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
Total 0 3 1 4 1 0 2 3 1 1 0 2 0 6 2 8 17
05:00 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 2 1 3 0 1 1 2 0 1 1 2 1 2 1 4 11
05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 1 0 0 1 3
Total 1 4 2 7 0 2 1 3 0 1 1 2 2 2 1 5 17
Grand Total 1 7 3 11 1 2 3 6 1 2 1 4 2 8 3 13 34
Apprch % 9.1 63.6 27.3 16.7 33.3 50 25 50 25 15.4 61.5 23.1 Total % 2.9 20.6 8.8 32.4 2.9 5.9 8.8 17.6 2.9 5.9 2.9 11.8 5.9 23.5 8.8 38.2 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
04:15 PM 0 1 0 1 1 0 0 1 1 0 0 1 0 3 2 5 8
04:30 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2 4
04:45 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
Total Volume 0 3 1 4 1 0 2 3 1 1 0 2 0 6 2 8 17
% App. Total 0 75 25 33.3 0 66.7 50 50 0 0 75 25
PHF .000 .375 .250 .500 .250 .000 .500 .750 .250 .250 .000 .500 .000 .500 .250 .400 .531 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
1 Thru
3 Left
0 InOut Total
3 4 7
Right
2 Thru
0 Left
1 OutTotal In
6 3 9
Left
1 Thru
1 Right
0 Out TotalIn
6 2 8
Left
0 Thru
6 Right
2 TotalOut In
2 8 10
Peak Hour Begins at 04:00 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1
+15 mins. 0 1 0 1 1 0 0 1 1 0 0 1 0 3 2 5
+30 mins. 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2
+45 mins. 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0
Total Volume 0 3 1 4 1 0 2 3 1 1 0 2 0 6 2 8
% App. Total 0 75 25 33.3 0 66.7 50 50 0 0 75 25
PHF .000 .375 .250 .500 .250 .000 .500 .750 .250 .250 .000 .500 .000 .500 .250 .400 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 0 0 0 0 0 0 0 0 2 1 1 4 0 0 1 1 5
04:15 PM 2 1 0 3 0 1 1 2 2 2 0 4 0 0 1 1 10
04:30 PM 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1 5
04:45 PM 0 1 0 1 0 0 0 0 2 1 2 5 1 1 0 2 8
Total 2 3 0 5 0 1 1 2 7 5 4 16 1 2 2 5 28
05:00 PM 0 1 0 1 1 0 0 1 0 1 0 1 1 0 3 4 7
05:15 PM 0 2 1 3 0 0 0 0 1 2 0 3 2 0 1 3 9
05:30 PM 0 1 1 2 0 0 0 0 1 5 0 6 1 0 1 2 10
05:45 PM 1 1 1 3 1 0 1 2 2 2 1 5 0 0 0 0 10
Total 1 5 3 9 2 0 1 3 4 10 1 15 4 0 5 9 36
Grand Total 3 8 3 14 2 1 2 5 11 15 5 31 5 2 7 14 64
Apprch % 21.4 57.1 21.4 40 20 40 35.5 48.4 16.1 35.7 14.3 50 Total % 4.7 12.5 4.7 21.9 3.1 1.6 3.1 7.8 17.2 23.4 7.8 48.4 7.8 3.1 10.9 21.9 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 2 1 1 4 0 0 1 1 5
04:15 PM 2 1 0 3 0 1 1 2 2 2 0 4 0 0 1 1 10
04:30 PM 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1 5
04:45 PM 0 1 0 1 0 0 0 0 2 1 2 5 1 1 0 2 8
Total Volume 2 3 0 5 0 1 1 2 7 5 4 16 1 2 2 5 28
% App. Total 40 60 0 0 50 50 43.8 31.2 25 20 40 40
PHF .250 .750 .000 .417 .000 .250 .250 .250 .875 .625 .500 .800 .250 .500 .500 .625 .700 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
0 Thru
3 Left
2 InOut Total
7 5 12
Right
1 Thru
1 Left
0 OutTotal In
8 2 10
Left
7 Thru
5 Right
4 Out TotalIn
5 16 21
Left
1 Thru
2 Right
2 TotalOut In
8 5 13
Peak Hour Begins at 04:00 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 2 1 1 4 0 0 1 1
+15 mins. 2 1 0 3 0 1 1 2 2 2 0 4 0 0 1 1
+30 mins. 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1
+45 mins. 0 1 0 1 0 0 0 0 2 1 2 5 1 1 0 2
Total Volume 2 3 0 5 0 1 1 2 7 5 4 16 1 2 2 5
% App. Total 40 60 0 0 50 50 43.8 31.2 25 20 40 40
PHF .250 .750 .000 .417 .000 .250 .250 .250 .875 .625 .500 .800 .250 .500 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

APPENDIX C

PCE WORKSHEETS
Existing Peak Hour Volumes - Classification Counts
1 Locust Avenue at Casa Grande Drive
AM Peak Hour Volumes PM Peak Hour Volumes
Truck Volumes Total Truck Volumes Total
Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume NL 110 3 0 0 3 2.7% 5 1.7 115 204 1 0 0 1 0.5% 2 2.0 206 NT 190 2 6 19 27 12.4% 72 2.7 262 129 1 4 12 17 11.6% 46 2.7 175 NR 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
SL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
ST 260 8 14 30 52 16.7% 130 2.5 390 133 2 2 9 13 8.9% 34 2.6 167 SR 15 1 0 0 1 6.3% 2 2.0 17 97 0 0 0 0 0.0% 0 0.0 97
EL 21 0 0 0 0 0.0% 0 0.0 21 92 0 0 0 0 0.0% 0 0.0 92
ET 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
ER 241 4 0 1 5 2.0% 9 1.8 250 274 2 0 1 3 1.1% 6 2.0 280 WL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
WT 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
WR 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
1,055 1,017
North Leg Volumes
Approach 275 9 14 30 53 132 407 230 2 2 9 13 34 264
Depart 211 2 6 19 27 72 283 221 1 4 12 17 46 267
Total 486 11 20 49 80 14.1% 204 2.6 690 451 3 6 21 30 6.2% 80 2.7 531 South Leg Volumes
Approach 300 5 6 19 30 77 377 333 2 4 12 18 48 381
Depart 501 12 14 31 57 139 640 407 4 2 10 16 40 447
Total 801 17 20 50 87 9.8% 216 2.5 1,017 740 6 6 22 34 4.4% 88 2.6 828 East Leg Volumes
Approach 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Depart 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
West Leg Volumes
Approach 262 4 0 1 5 9 271 366 2 0 1 3 6 372
Depart 125 4 0 0 4 7 132 301 1 0 0 1 2 303
Total 387 8 0 1 9 2.3% 16 1.8 403 667 3 0 1 4 0.6% 8 2.0 675 All Legs
Approach 837 18 20 50 88 218 1,055 929 6 6 22 34 88 1,017 Depart 837 18 20 50 88 218 1,055 929 6 6 22 34 88 1,017 Total 1,674 36 40 100 176 9.5% 436 2.5 2,110 1,858 12 12 44 68 3.5% 176 2.6 2,034 Existing Peak Hour Volumes - Classification Counts
2 Locust Avenue at West Coast Boulevard
AM Peak Hour Volumes PM Peak Hour Volumes
Truck Volumes Total Truck Volumes Total
Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume NL 6 0 0 0 0 0.0% 0 0.0 6 0 0 0 0 0 0.0% 0 0.0 0
NT 340 7 10 23 40 10.5% 100 2.5 440 343 5 3 6 14 3.9% 32 2.3 375 NR 1 0 0 0 0 0.0% 0 0.0 1 2 0 0 0 0 0.0% 0 0.0 2
SL 9 0 0 0 0 0.0% 0 0.0 9 5 0 0 0 0 0.0% 0 0.0 5
ST 469 7 9 39 55 10.5% 146 2.7 615 389 3 4 10 17 4.2% 43 2.5 432 SR 7 0 0 0 0 0.0% 0 0.0 7 0 0 0 0 0 0.0% 0 0.0 0
EL 0 0 0 0 0 0.0% 0 0.0 0 3 0 0 0 0 0.0% 0 0.0 3
ET 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
ER 2 1 0 0 1 33.3% 2 2.0 4 8 0 0 0 0 0.0% 0 0.0 8
WL 1 0 0 0 0 0.0% 0 0.0 1 2 0 0 0 0 0.0% 0 0.0 2
WT 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
WR 14 0 0 0 0 0.0% 0 0.0 14 3 0 0 0 0 0.0% 0 0.0 3
1,097 830
North Leg Volumes
Approach 485 7 9 39 55 146 631 394 3 4 10 17 43 437
Depart 354 7 10 23 40 100 454 349 5 3 6 14 32 381
Total 839 14 19 62 95 10.2% 246 2.6 1,085 743 8 7 16 31 4.0% 75 2.4 818 South Leg Volumes
Approach 347 7 10 23 40 100 447 345 5 3 6 14 32 377
Depart 472 8 9 39 56 148 620 399 3 4 10 17 43 442
Total 819 15 19 62 96 10.5% 248 2.6 1,067 744 8 7 16 31 4.0% 75 2.4 819 East Leg Volumes
Approach 15 0 0 0 0 0 15 5 0 0 0 0 0 5
Depart 10 0 0 0 0 0 10 7 0 0 0 0 0 7
Total 25 0 0 0 0 0.0% 0 0.0 25 12 0 0 0 0 0.0% 0 0.0 12 West Leg Volumes
Approach 2 1 0 0 1 2 4 11 0 0 0 0 0 11
Depart 13 0 0 0 0 0 13 0 0 0 0 0 0 0
Total 15 1 0 0 1 6.3% 2 2.0 17 11 0 0 0 0 0.0% 0 0.0 11 All Legs
Approach 849 15 19 62 96 248 1,097 755 8 7 16 31 75 830 Depart 849 15 19 62 96 248 1,097 755 8 7 16 31 75 830
Total 1,698 30 38 124 192 10.2% 496 2.6 2,194 1,510 16 14 32 62 3.9% 150 2.4 1,660 Existing Peak Hour Volumes - Classification Counts
3 Locust Avenue at Casmalia Street
AM Peak Hour Volumes PM Peak Hour Volumes
Truck Volumes Total Truck Volumes Total
Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume NL 46 1 2 10 13 22.0% 36 2.8 82 65 1 1 7 9 12.2% 25 2.8 90 NT 176 3 2 6 11 5.9% 27 2.5 203 192 0 1 5 6 3.0% 17 2.8 209 NR 11 0 0 0 0 0.0% 0 0.0 11 21 1 0 4 5 19.2% 14 2.8 35
SL 62 4 1 10 15 19.5% 38 2.5 100 123 0 0 2 2 1.6% 6 3.0 129 ST 226 6 9 15 30 11.7% 72 2.4 298 202 3 3 3 9 4.3% 20 2.2 222 SR 122 0 1 18 19 13.5% 56 2.9 178 188 1 1 0 2 1.1% 4 2.0 192 EL 102 3 6 25 34 25.0% 92 2.7 194 122 0 0 1 1 0.8% 3 3.0 125 ET 60 2 0 0 2 3.2% 3 1.5 63 190 1 6 2 9 4.5% 20 2.2 210 ER 20 0 3 2 5 20.0% 12 2.4 32 73 2 2 2 6 7.6% 13 2.2 86 WL 13 0 7 1 8 38.1% 17 2.1 30 7 0 1 0 1 12.5% 2 2.0 9
WT 110 3 0 1 4 3.5% 8 2.0 118 146 2 0 1 3 2.0% 6 2.0 152 WR 75 3 3 2 8 9.6% 17 2.1 92 55 2 2 1 5 8.3% 10 2.0 65
1,401 1,524
North Leg Volumes
Approach 410 10 11 43 64 166 576 513 4 4 5 13 30 543
Depart 353 9 11 33 53 136 489 369 2 3 7 12 30 399
Total 763 19 22 76 117 13.3% 302 2.6 1,065 882 6 7 12 25 2.8% 60 2.4 942 South Leg Volumes
Approach 233 4 4 16 24 63 296 278 2 2 16 20 56 334
Depart 259 6 19 18 43 101 360 282 5 6 5 16 35 317
Total 492 10 23 34 67 12.0% 164 2.4 656 560 7 8 21 36 6.0% 91 2.5 651 East Leg Volumes
Approach 198 6 10 4 20 42 240 208 4 3 2 9 18 226
Depart 133 6 1 10 17 41 174 334 2 6 8 16 40 374
Total 331 12 11 14 37 10.1% 83 2.2 414 542 6 9 10 25 4.4% 58 2.3 600 West Leg Volumes
Approach 182 5 9 27 41 107 289 385 3 8 5 16 36 421
Depart 278 4 3 29 36 100 378 399 4 2 8 14 35 434
Total 460 9 12 56 77 14.3% 207 2.7 667 784 7 10 13 30 3.7% 71 2.4 855 All Legs
Approach 1,023 25 34 90 149 378 1,401 1,384 13 17 28 58 140 1,524 Depart 1,023 25 34 90 149 378 1,401 1,384 13 17 28 58 140 1,524 Total 2,046 50 68 180 298 12.7% 756 2.5 2,802 2,768 26 34 56 116 4.0% 280 2.4 3,048 Int NL NT NR SL ST SR EL ET ER WL WT WR
1 115 262 0 0 390 17 21 0 250 0 0 0 Locust Avenue at Casa Grande Drive 2 6 440 1 9 615 7 0 0 4 1 0 14 Locust Avenue at West Coast Boulevard 3 82 203 11 100 298 178 194 63 32 30 118 92 Locust Avenue at Casmalia Street Int NL NT NR SL ST SR EL ET ER WL WT WR
1 206 175 0 0 167 97 92 0 280 0 0 0 Locust Avenue at Casa Grande Drive 2 0 375 2 5 432 0 3 0 8 2 0 3 Locust Avenue at West Coast Boulevard 3 90 209 35 129 222 192 125 210 86 9 152 65 Locust Avenue at Casmalia Street

APPENDIX D

INTERSECTION ANALYSIS

WORKSHEETS
APPENDIX D-1

INTERSECTION ANALYSIS
WORKSHEETS –

EXISTING CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\1 - EX AM.pdf
Scenario 1 EX AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
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.

C27.50.427NB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E35.80.008WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
D33.40.187EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.187Volume to Capacity (v/c):

DLevel Of Service:

33.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3492924545366161Total Analysis Volume [veh/h]
87761369140Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2502117390262115Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

7.20d_I, Intersection Delay [s/veh]
CAAApproach LOS

24.340.002.67d_A, Approach Delay [s/veh]
117.6816.530.000.007.367.3695th-Percentile Queue Length [ft/ln]

4.710.660.000.000.290.2995th-Percentile Queue Length [veh/ln] CDAAAAMovement LOS

23.5833.440.000.000.008.75d_M, Delay for Movement [s/veh]

0.650.190.000.010.000.16V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.008Volume to Capacity (v/c):

ELevel Of Service:

35.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [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
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
180150097761115558Total Analysis Volume [veh/h]
4001002194301392Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 14014007615914406Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

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 14014007615914406Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardLocust AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.36d_I, Intersection Delay [s/veh]
BBAAApproach LOS

13.3314.150.120.13d_A, Approach Delay [s/veh]

3.293.293.290.950.950.950.460.460.460.330.330.3395th-Percentile Queue Length [ft/ln]

0.130.130.130.040.040.040.020.020.020.010.010.0195th-Percentile Queue Length [veh/ln] BDEBDEAAAAAAMovement LOS

12.0830.8435.8514.1530.4736.600.000.008.530.000.009.28d_M, Delay for Movement [s/veh]

0.030.000.010.010.000.000.000.010.010.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.427Volume to Capacity (v/c):

CLevel Of Service:

27.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100101101101No. 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
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
1061363537722232053431151323494Total Analysis Volume [veh/h] 263499185651862935824Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 921183032631941782981001120382Total 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

0.00Proportion of CAVs [%]

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 921183032631941782981001120382Base Volume Input [veh/h] Casmalia StreetLocust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Amber [s]
0303029293030303003030Maximum Green [s]
010510105101050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
1,82,3Auxiliary Signal Groups
047883225061Signal Group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
117.41123.9440.5823.5256.12220.3056.85195.52128.2163.4764.05106.6395th-Percentile Queue Length [ft/ln]

4.704.961.620.942.248.812.277.825.132.542.564.2795th-Percentile Queue Length [veh/ln]

65.2368.8522.5413.0731.18127.6531.58109.6571.2335.2635.5859.2450th-Percentile Queue Length [ft/ln]

2.612.750.900.521.255.111.264.392.851.411.422.3750th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABDBBDLane Group LOS

41.8940.6551.3120.0627.9442.775.3815.2650.0913.3913.3751.52d, Delay for Lane Group [s/veh]

0.640.590.580.070.170.810.180.370.790.140.140.78X, 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]

3.662.628.440.050.185.810.371.119.420.320.3110.19d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.2338.0342.8720.0127.7636.965.0114.1540.6713.0713.0641.33d1, Uniform Delay [s] 183212615504362741111936145894910121c, Capacity [veh/h] 163719001810161519001810161519001810186519001810s, saturation flow rate [veh/h]

0.070.070.020.020.040.120.130.180.060.070.070.05(v / s)_i Volume / Saturation Flow Rate

0.110.110.030.340.230.150.690.490.080.480.480.07g / C, Green / Cycle 101033121146244743436g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 909090909090909090909090C, Cycle Length [s]
CCLRCLRCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.52 13.38 13.39 50.09 15.26 5.38 42.77 27.94 20.06 51.31 40.75 41.89 Movement LOS D B B D B A D C C D D D
d_A, Approach Delay [s/veh] 23.89 18.24 37.03 42.52
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 27.47
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] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.317 2.540 2.579 2.249 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.841 2.654 2.107 1.788 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\1 - EX PM.pdf
Scenario 1 EX PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
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.

C29.10.361SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
C24.20.016WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F60.70.691EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.691Volume to Capacity (v/c):

FLevel Of Service:

60.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
377124131225236277Total Analysis Volume [veh/h]
943133565969Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
2809297167175206Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

11.16d_I, Intersection Delay [s/veh]
DAAApproach LOS

25.920.004.50d_A, Approach Delay [s/veh]

70.84104.560.000.0013.6013.6095th-Percentile Queue Length [ft/ln]

2.834.180.000.000.540.5495th-Percentile Queue Length [veh/ln] BFAAAAMovement LOS

14.4760.740.000.000.008.33d_M, Delay for Movement [s/veh]

0.500.690.000.000.000.23V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.016Volume to Capacity (v/c):

CLevel Of Service:

24.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
40311040569734940Total Analysis Volume [veh/h]
1013010142211240Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 3028030432523750Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

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 3028030432523750Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardLocust AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.37d_I, Intersection Delay [s/veh]
CCAAApproach LOS

16.9415.400.100.00d_A, Approach Delay [s/veh]

1.741.741.743.243.243.240.290.290.290.000.000.0095th-Percentile Queue Length [ft/ln]

0.070.070.070.130.130.130.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] BCCBCCAAAAAAMovement LOS

11.5021.7724.1912.2821.9623.980.000.008.350.000.008.55d_M, Delay for Movement [s/veh]

0.010.000.020.020.000.020.000.010.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.361Volume to Capacity (v/c):

CLevel Of Service:

29.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
791841110425515223326915642253109Total Analysis Volume [veh/h] 20463266438586739116327Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 651529862101251922221293520990Total 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

0.00Proportion of CAVs [%]

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 651529862101251922221293520990Base Volume Input [veh/h] Casmalia StreetLocust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
130.05134.6114.2070.58222.43158.3869.11135.83202.1070.5672.61121.8195th-Percentile Queue Length [ft/ln]

5.205.380.572.828.906.342.765.438.082.822.904.8795th-Percentile Queue Length [veh/ln]

72.2574.787.8939.21129.2287.9938.4075.46114.4039.2040.3467.6750th-Percentile Queue Length [ft/ln]

2.892.990.321.575.173.521.543.024.581.571.612.7150th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABEBBDLane Group LOS

42.3841.3554.1621.7734.2744.315.8812.6467.2812.1212.0850.29d, Delay for Lane Group [s/veh]

0.670.640.420.200.640.750.210.270.970.160.150.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.003.1310.190.181.745.550.440.6726.410.360.349.45d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.3738.2243.9721.6032.5338.765.4411.9740.8811.7511.7440.84d1, Uniform Delay [s] 191212265333972021096992161922969138c, Capacity [veh/h] 171419001810161519001810161519001810180819001810s, saturation flow rate [veh/h]

0.070.070.010.060.130.080.140.140.090.080.080.06(v / s)_i Volume / Saturation Flow Rate

0.110.110.010.330.210.110.680.520.090.510.510.08g / C, Green / Cycle 101013019106147846467g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.29 12.09 12.12 67.28 12.64 5.88 44.31 34.27 21.77 54.16 41.62 42.38 Movement LOS D B B E B A D C C D D D
d_A, Approach Delay [s/veh] 22.40 23.20 34.71 42.34
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.05
Intersection LOS C
Intersection V/C 0.361
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.325 2.524 2.623 2.310 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.893 2.645 2.403 1.786 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-2

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\2 - OY 25 AM.pdf
Scenario 2 OY 25 AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
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.

C27.70.444WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E38.70.009WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
E37.30.218EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.218Volume to Capacity (v/c):

ELevel Of Service:

37.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125567380168Total Analysis Volume [veh/h]
91861429542Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218406272120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

8.01d_I, Intersection Delay [s/veh]
DAAApproach LOS

27.430.002.71d_A, Approach Delay [s/veh]
136.7519.810.000.007.717.7195th-Percentile Queue Length [ft/ln]

5.470.790.000.000.310.3195th-Percentile Queue Length [veh/ln] DEAAAAMovement LOS

26.5937.280.000.000.008.83d_M, Delay for Movement [s/veh]

0.700.220.000.010.000.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.009Volume to Capacity (v/c):

ELevel Of Service:

38.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
190150098071115788Total Analysis Volume [veh/h]
5001002202301442Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 15014007640914586Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.36d_I, Intersection Delay [s/veh]
BBAAApproach LOS

13.6514.540.110.13d_A, Approach Delay [s/veh]

3.593.593.590.990.990.990.460.460.460.330.330.3395th-Percentile Queue Length [ft/ln]

0.140.140.140.040.040.040.020.020.020.010.010.0195th-Percentile Queue Length [veh/ln] BDEBDEAAAAAAMovement LOS

12.3332.9238.7114.5432.5039.630.000.008.600.000.009.40d_M, Delay for Movement [s/veh]

0.040.000.010.010.000.000.000.010.010.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.444Volume to Capacity (v/c):

CLevel Of Service:

27.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
1101423638762322133571201324398Total Analysis Volume [veh/h] 283599195853893036124Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 961233133662021853101041121185Total 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]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Amber [s]
0303030303030303003030Maximum Green [s]
010510105101050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
1,82,3Auxiliary Signal Groups
047883225061Signal Group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
123.06130.0041.7223.8558.93226.9460.18206.56133.3667.3167.93110.7095th-Percentile Queue Length [ft/ln]

4.925.201.670.952.369.082.418.265.332.692.724.4395th-Percentile Queue Length [veh/ln]

68.3672.2223.1813.2532.74132.5433.43117.6374.0937.4037.7461.5050th-Percentile Queue Length [ft/ln]

2.732.890.930.531.315.301.344.712.961.501.512.4650th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABDBBDLane Group LOS

42.4041.0451.3619.6427.6742.525.5115.9549.8213.8713.8551.18d, Delay for Lane Group [s/veh]

0.660.620.580.070.170.820.190.390.800.140.140.78X, 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]

4.062.908.520.050.185.800.391.239.290.350.349.98d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.3538.1442.8419.5927.4936.725.1314.7240.5213.5213.5141.20d1, Uniform Delay [s] 183212625624452831107921150879895126c, Capacity [veh/h] 163819001810161519001810161519001810186619001810s, saturation flow rate [veh/h]

0.070.070.020.020.040.130.130.190.070.070.070.05(v / s)_i Volume / Saturation Flow Rate

0.110.110.030.350.230.160.690.490.080.470.470.07g / C, Green / Cycle 101033121146244742426g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.18 13.86 13.87 49.82 15.95 5.51 42.52 27.67 19.64 51.36 41.14 42.40 Movement LOS D B B D B A D C B D D D
d_A, Approach Delay [s/veh] 24.19 18.62 36.74 42.90
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 27.70
Intersection LOS C
Intersection V/C 0.444
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.324 2.550 2.584 2.254 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.852 2.698 2.131 1.797 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\2 - OY 25 PM.pdf
Scenario 2 OY 25 PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
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.

C29.90.376SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D25.60.017WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F77.30.778EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.778Volume to Capacity (v/c):

FLevel Of Service:

77.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136234245288Total Analysis Volume [veh/h]
983234596172Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101174182214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

12.86d_I, Intersection Delay [s/veh]
DAAApproach LOS

30.530.004.53d_A, Approach Delay [s/veh]

78.31125.670.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.135.030.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

15.1477.280.000.000.008.38d_M, Delay for Movement [s/veh]

0.530.780.000.000.000.24V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.017Volume to Capacity (v/c):

DLevel Of Service:

25.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
40311040592735140Total Analysis Volume [veh/h]
1013010148211280Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 3028030449523900Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.37d_I, Intersection Delay [s/veh]
CCAAApproach LOS

17.6415.950.100.00d_A, Approach Delay [s/veh]

1.841.841.843.413.413.410.290.290.290.000.000.0095th-Percentile Queue Length [ft/ln]

0.070.070.070.140.140.140.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] BCDBCDAAAAAAMovement LOS

11.6922.8025.5712.5423.0125.340.000.008.410.000.008.62d_M, Delay for Movement [s/veh]

0.010.000.020.020.000.020.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.376Volume to Capacity (v/c):

CLevel Of Service:

29.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
821921110826415824228016244263114Total Analysis Volume [veh/h] 21483276639617041116628Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 681589892181302002311343621794Total 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]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
136.61141.4114.2072.56228.66164.1873.30145.13219.4474.4276.67127.0195th-Percentile Queue Length [ft/ln]

5.465.660.572.909.156.572.935.818.782.983.075.0895th-Percentile Queue Length [veh/ln]

75.8978.567.8940.31133.8091.2140.7280.63126.6241.3442.6070.5650th-Percentile Queue Length [ft/ln]

3.043.140.321.615.353.651.633.235.061.651.702.8250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABFBBDLane Group LOS

43.0041.8554.1621.3934.1844.056.0513.1375.7612.3712.3350.03d, Delay for Lane Group [s/veh]

0.700.660.420.200.650.760.220.291.010.160.160.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.503.5110.190.181.795.480.470.7334.760.390.369.34d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.5038.3443.9721.2132.3938.575.5812.4041.0011.9811.9640.69d1, Uniform Delay [s] 192212265444042091091979161914961144c, Capacity [veh/h] 171419001810161519001810161519001810180719001810s, saturation flow rate [veh/h]

0.080.070.010.070.140.090.150.150.090.080.080.06(v / s)_i Volume / Saturation Flow Rate

0.110.110.010.340.210.120.680.520.090.510.510.08g / C, Green / Cycle 101013019106146846467g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.03 12.34 12.37 75.76 13.13 6.05 44.05 34.18 21.39 54.16 42.16 43.00 Movement LOS D B B F B A D C C D D D
d_A, Approach Delay [s/veh] 22.55 25.46 34.52 42.86
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.90
Intersection LOS C
Intersection V/C 0.376
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.332 2.533 2.630 2.317 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.907 2.688 2.434 1.795 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-3

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 PLUS PROJECT

CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\3 - OY 25 WP AM.pdf
Scenario 3 OY 25 WP AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
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.

A8.70.002NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
C23.80.059WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
C23.10.020WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C28.10.471WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E41.50.030WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
E39.10.228EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.228Volume to Capacity (v/c):

ELevel Of Service:

39.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125589385168Total Analysis Volume [veh/h]
91861479642Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218422276120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0001640Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

8.36d_I, Intersection Delay [s/veh]
DAAApproach LOS

29.310.002.70d_A, Approach Delay [s/veh]
145.4320.830.000.007.717.7195th-Percentile Queue Length [ft/ln]

5.820.830.000.000.310.3195th-Percentile Queue Length [veh/ln] DEAAAAMovement LOS

28.4739.130.000.000.008.90d_M, Delay for Movement [s/veh]

0.720.230.000.010.000.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.030Volume to Capacity (v/c):

ELevel Of Service:

41.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
200350098201955818Total Analysis Volume [veh/h]
5011002205511452Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 160240076501544616Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1010000106330Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.47d_I, Intersection Delay [s/veh]
CBAAApproach LOS

16.5214.710.190.13d_A, Approach Delay [s/veh]

5.495.495.491.011.011.010.800.800.800.340.340.3495th-Percentile Queue Length [ft/ln]

0.220.220.220.040.040.040.030.030.030.010.010.0195th-Percentile Queue Length [veh/ln] BEEBDEAAAAAAMovement LOS

12.7735.1141.5314.7134.3742.260.000.008.630.000.009.45d_M, Delay for Movement [s/veh]

0.040.000.030.010.000.000.000.010.020.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.471Volume to Capacity (v/c):

CLevel Of Service:

28.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
1151423638762732263611211325898Total Analysis Volume [veh/h] 293599196856903036424Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 1001233133662371963141051122485Total 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]
400003511410130Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
125.92133.2341.7222.8356.81257.2164.49218.41134.4075.6476.32110.7095th-Percentile Queue Length [ft/ln]

5.045.331.670.912.2710.292.588.745.383.033.054.4395th-Percentile Queue Length [veh/ln]

69.9674.0223.1812.6831.56155.0935.83126.2774.6642.0242.4061.5050th-Percentile Queue Length [ft/ln]

2.802.960.930.511.266.201.435.052.991.681.702.4650th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABDBBDLane Group LOS

42.7441.2651.3618.2926.0441.625.5917.5149.7715.2115.1951.18d, Delay for Lane Group [s/veh]

0.680.630.580.060.160.840.200.410.800.160.160.78X, 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]

4.333.068.520.040.155.910.421.439.270.410.409.98d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.4138.1942.8418.2525.8935.715.1716.0840.4914.7914.7941.20d1, Uniform Delay [s] 182212625994883241107878151836851126c, Capacity [veh/h] 163119001810161519001810161519001810186819001810s, saturation flow rate [veh/h]

0.080.070.020.020.040.150.140.190.070.070.070.05(v / s)_i Volume / Saturation Flow Rate

0.110.110.030.370.260.180.690.460.080.450.450.07g / C, Green / Cycle 101033323166242840406g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.18 15.20 15.21 49.77 17.51 5.59 41.62 26.04 18.29 51.36 41.34 42.74 Movement LOS D B B D B A D C B D D D
d_A, Approach Delay [s/veh] 24.75 19.22 36.27 43.12
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 28.12
Intersection LOS C
Intersection V/C 0.471
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.329 2.565 2.593 2.255 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.864 2.728 2.198 1.801 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.020Volume to Capacity (v/c):

CLevel Of Service:

23.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
346801116486Total Analysis Volume [veh/h]
1117034122Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
346461015462Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
34110153Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.18d_I, Intersection Delay [s/veh]
CAAApproach LOS

18.190.130.00d_A, Approach Delay [s/veh]

1.921.920.460.460.000.0095th-Percentile Queue Length [ft/ln]

0.080.080.020.020.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.5923.130.008.400.000.00d_M, Delay for Movement [s/veh]

0.010.020.010.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.059Volume to Capacity (v/c):

CLevel Of Service:

23.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
012684036502Total Analysis Volume [veh/h]
0317109126Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
011650034477Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
011503418Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.23d_I, Intersection Delay [s/veh]
CAAApproach LOS

23.810.000.00d_A, Approach Delay [s/veh]

4.674.670.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.190.190.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

12.5823.810.008.490.000.00d_M, Delay for Movement [s/veh]

0.000.060.010.000.000.01V/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
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.002Volume to Capacity (v/c):

ALevel Of Service:

8.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
17091102Total Analysis Volume [veh/h]
402301Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
16091002Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
009002Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15001000Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

0.44d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.68d_A, Approach Delay [s/veh]

0.000.000.000.000.150.1595th-Percentile Queue Length [ft/ln]

0.000.000.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.260.000.008.398.68d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\3 - OY 25 WP PM.pdf
Scenario 3 OY 25 WP PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
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.

A8.60.009NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
C18.10.086WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
C17.20.036WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C30.30.387SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D26.60.040WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F84.40.807EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.807Volume to Capacity (v/c):

FLevel Of Service:

84.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136240261288Total Analysis Volume [veh/h]
983234606572Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101178194214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0004120Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

13.35d_I, Intersection Delay [s/veh]
DAAApproach LOS

32.420.004.40d_A, Approach Delay [s/veh]

79.44132.230.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.185.290.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

15.3084.410.000.000.008.40d_M, Delay for Movement [s/veh]

0.530.810.000.000.000.24V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.040Volume to Capacity (v/c):

DLevel Of Service:

26.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
120711040594945220Total Analysis Volume [veh/h]
3023010149211300Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 9058030451733960Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
603000022160Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.56d_I, Intersection Delay [s/veh]
CCAAApproach LOS

17.5216.240.130.00d_A, Approach Delay [s/veh]

4.934.934.933.503.503.500.380.380.380.000.000.0095th-Percentile Queue Length [ft/ln]

0.200.200.200.140.140.140.020.020.020.000.000.0095th-Percentile Queue Length [veh/ln] BCDBCDAAAAAAMovement LOS

12.2423.6726.5712.5823.4526.310.000.008.440.000.008.63d_M, Delay for Movement [s/veh]

0.020.000.040.020.000.020.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.387Volume to Capacity (v/c):

CLevel Of Service:

30.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
841921110826416727329116744267114Total Analysis Volume [veh/h] 21483276642687342116728Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 691589892181382252401383622094Total 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]
1000082594030Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
137.82142.7514.2071.73226.53172.5284.71154.51234.9076.7179.03127.0195th-Percentile Queue Length [ft/ln]

5.515.710.572.879.066.903.396.189.403.073.165.0895th-Percentile Queue Length [veh/ln]

76.5779.317.8939.85132.2495.8447.0685.84136.1742.6243.9070.5650th-Percentile Queue Length [ft/ln]

3.063.170.321.595.293.831.883.435.451.701.762.8250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABFBBDLane Group LOS

43.1641.9554.1620.9933.4943.526.2613.6084.3012.7012.6650.03d, Delay for Lane Group [s/veh]

0.700.670.420.190.630.760.250.301.040.170.170.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.633.5910.190.171.615.280.550.8043.300.400.389.34d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.5338.3643.9720.8231.8838.245.7112.8041.0012.3012.2840.69d1, Uniform Delay [s] 191212265544162201091967161904950144c, Capacity [veh/h] 171119001810161519001810161519001810180819001810s, saturation flow rate [veh/h]

0.080.070.010.070.140.090.170.150.090.080.080.06(v / s)_i Volume / Saturation Flow Rate

0.110.110.010.340.220.120.680.510.090.500.500.08g / C, Green / Cycle 101013120116146845457g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.03 12.68 12.70 84.30 13.60 6.26 43.52 33.49 20.99 54.16 42.27 43.16 Movement LOS D B B F B A D C C D D D
d_A, Approach Delay [s/veh] 22.70 27.01 34.09 42.98
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 30.33
Intersection LOS C
Intersection V/C 0.387
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.336 2.545 2.636 2.318 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.910 2.766 2.449 1.796 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.036Volume to Capacity (v/c):

CLevel Of Service:

17.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
61148723414Total Analysis Volume [veh/h]
2312211103Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
61046323393Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
6103231Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.30d_I, Intersection Delay [s/veh]
CAAApproach LOS

15.070.030.00d_A, Approach Delay [s/veh]

3.563.560.080.080.000.0095th-Percentile Queue Length [ft/ln]

0.140.140.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.1117.240.008.150.000.00d_M, Delay for Movement [s/veh]

0.010.040.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.086Volume to Capacity (v/c):

CLevel Of Service:

18.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
02649808417Total Analysis Volume [veh/h]
0712402104Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
02547308396Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02513084Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.50d_I, Intersection Delay [s/veh]
CAAApproach LOS

18.080.000.00d_A, Approach Delay [s/veh]

7.037.030.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.280.280.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.8218.080.008.170.000.00d_M, Delay for Movement [s/veh]

0.000.090.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.009Volume to Capacity (v/c):

ALevel Of Service:

8.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
503709Total Analysis Volume [veh/h]
101202Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
503709Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
003009Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 500700Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

3.23d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.61d_A, Approach Delay [s/veh]

0.000.000.000.000.680.6895th-Percentile Queue Length [ft/ln]

0.000.000.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.240.000.008.398.61d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-4

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CUMULATIVE

CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\4 - OY 25 CUM AM.pdf
Scenario 4 OY 25 CUM AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
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.

C29.10.502WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E46.50.011WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
E48.50.275EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.275Volume to Capacity (v/c):

ELevel Of Service:

48.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125647441168Total Analysis Volume [veh/h]
918616211042Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218463316120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
00057440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

9.35d_I, Intersection Delay [s/veh]
EAAApproach LOS

35.870.002.51d_A, Approach Delay [s/veh]
171.5025.790.000.007.717.7195th-Percentile Queue Length [ft/ln]

6.861.030.000.000.310.3195th-Percentile Queue Length [veh/ln] DEAAAAMovement LOS

34.7948.550.000.000.009.08d_M, Delay for Movement [s/veh]

0.780.270.000.010.000.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.011Volume to Capacity (v/c):

ELevel Of Service:

46.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
190150098791116338Total Analysis Volume [veh/h]
5001002220301582Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 15014007697915026Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00000005700440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.35d_I, Intersection Delay [s/veh]
BCAAApproach LOS

14.6215.510.110.12d_A, Approach Delay [s/veh]

4.004.004.001.091.091.090.460.460.460.330.330.3395th-Percentile Queue Length [ft/ln]

0.160.160.160.040.040.040.020.020.020.010.010.0195th-Percentile Queue Length [veh/ln] BEECEEAAAAAAMovement LOS

12.9438.5046.5415.5137.9847.740.000.008.770.000.009.68d_M, Delay for Movement [s/veh]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.502Volume to Capacity (v/c):

CLevel Of Service:

29.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
120168527911026724737113733250136Total Analysis Volume [veh/h] 30421320286762933486234Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 10414645699623221532211929217118Total 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]
8231436303030121518633In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
144.27152.7960.2547.5285.34252.5679.84233.76150.6880.1482.11149.5395th-Percentile Queue Length [ft/ln]

5.776.112.411.903.4110.103.199.356.033.213.285.9895th-Percentile Queue Length [veh/ln]

80.1584.8933.4726.4047.41151.6044.35137.5883.7144.5245.6283.0750th-Percentile Queue Length [ft/ln]

3.213.401.341.061.906.061.775.503.351.781.823.3250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABDBBDLane Group LOS

44.4742.6252.3118.0627.3941.636.6119.2248.8815.7615.7248.85d, Delay for Lane Group [s/veh]

0.740.700.680.130.240.840.230.440.810.170.170.81X, 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]

5.794.159.840.090.265.810.511.708.870.470.458.82d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.6838.4842.4717.9727.1435.826.1017.5140.0115.2915.2740.03d1, Uniform Delay [s] 185214776204683191068837169802836168c, Capacity [veh/h] 164719001810161519001810161519001810182419001810s, saturation flow rate [veh/h]

0.080.080.030.050.060.150.150.200.080.080.080.08(v / s)_i Volume / Saturation Flow Rate

0.110.110.040.380.250.180.660.440.090.440.440.09g / C, Green / Cycle 101043522166040840408g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.85 15.73 15.76 48.88 19.22 6.61 41.63 27.39 18.06 52.31 42.82 44.47 Movement LOS D B B D B A D C B D D D
d_A, Approach Delay [s/veh] 26.48 20.47 34.11 44.85
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.12
Intersection LOS C
Intersection V/C 0.502
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.357 2.573 2.618 2.284 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.905 2.805 2.312 1.840 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\4 - OY 25 CUM PM.pdf
Scenario 4 OY 25 CUM PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
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.

C31.10.443SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D31.00.021WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F146.11.003EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

1.003Volume to Capacity (v/c):

FLevel Of Service:
146.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136297332288Total Analysis Volume [veh/h]
983234748372Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101221247214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
00047650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

17.78d_I, Intersection Delay [s/veh]
EAAApproach LOS

49.000.003.97d_A, Approach Delay [s/veh]

91.36174.480.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.656.980.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

17.06146.060.000.000.008.55d_M, Delay for Movement [s/veh]

0.571.000.000.000.000.25V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.021Volume to Capacity (v/c):

DLevel Of Service:

31.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
40311040653735990Total Analysis Volume [veh/h]
1013010163211500Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 3028030496524550Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00000004700650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.37d_I, Intersection Delay [s/veh]
CCAAApproach LOS

20.5017.950.090.00d_A, Approach Delay [s/veh]

2.252.252.254.034.034.030.290.290.290.000.000.0095th-Percentile Queue Length [ft/ln]

0.090.090.090.160.160.160.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] BDDBDDAAAAAAMovement LOS

12.5926.8531.0513.3127.1030.720.000.008.660.000.008.82d_M, Delay for Movement [s/veh]

0.010.000.020.020.000.030.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.443Volume to Capacity (v/c):

CLevel Of Service:

31.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
1132394614729619227628817765278155Total Analysis Volume [veh/h] 286012377448697244166939Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 931973812124415822823814654229128Total 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]
25392932262828712181234In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
176.50185.9452.8795.44251.43195.36100.20173.72222.3794.1898.54174.4595th-Percentile Queue Length [ft/ln]

7.067.442.113.8210.067.814.016.958.893.773.946.9895th-Percentile Queue Length [veh/ln]

98.05103.3029.3753.02150.75109.5455.6796.51129.1852.3254.7596.9250th-Percentile Queue Length [ft/ln]

3.924.131.172.126.034.382.233.865.172.092.193.8850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABEBBDLane Group LOS

43.9542.4751.3119.9534.1342.817.7216.6166.6415.1715.1050.84d, Delay for Lane Group [s/veh]

0.780.750.630.250.690.780.270.330.980.210.200.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

5.944.618.770.212.055.260.641.0226.230.570.5210.97d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.0137.8542.5419.7332.0837.557.0915.5940.4014.6014.5739.86d1, Uniform Delay [s] 218243735954262471031870181814870181c, Capacity [veh/h] 170019001810161519001810161519001810177819001810s, saturation flow rate [veh/h]

0.100.100.030.090.160.110.170.150.100.090.090.09(v / s)_i Volume / Saturation Flow Rate

0.130.130.040.370.220.140.640.460.100.460.460.10g / C, Green / Cycle 111143320125841941419g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.84 15.12 15.17 66.64 16.61 7.72 42.81 34.13 19.95 51.31 42.82 43.95 Movement LOS D B B E B A D C B D D D
d_A, Approach Delay [s/veh] 26.24 25.25 33.47 44.12
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.07
Intersection LOS C
Intersection V/C 0.443
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.371 2.560 2.666 2.361 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.970 2.782 2.607 1.888 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-5

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CUMULATIVE PLUS

PROJECT CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\5 - OY 25 CUM WP AM.pdf
Scenario 5 OY 25 CUM WP AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
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.

A8.70.002NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
D27.00.068WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
D26.10.023WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C29.50.527WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
F50.30.037WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F51.40.288EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.288Volume to Capacity (v/c):

FLevel Of Service:

51.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125669447168Total Analysis Volume [veh/h]
918616711242Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218479320120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0001640Site-Generated Trips [veh/h]
00057440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

9.90d_I, Intersection Delay [s/veh]
EAAApproach LOS

38.900.002.50d_A, Approach Delay [s/veh]
182.6627.210.000.007.717.7195th-Percentile Queue Length [ft/ln]

7.311.090.000.000.310.3195th-Percentile Queue Length [veh/ln] EFAAAAMovement LOS

37.8451.390.000.000.009.16d_M, Delay for Movement [s/veh]

0.800.290.000.010.000.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.037Volume to Capacity (v/c):

FLevel Of Service:

50.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
200350098921956378Total Analysis Volume [veh/h]
5011002223511592Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 160240077071545056Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1010000106330Site-Generated Trips [veh/h]
00000005700440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

0.47d_I, Intersection Delay [s/veh]
CCAAApproach LOS

18.3515.690.180.12d_A, Approach Delay [s/veh]

6.356.356.351.111.111.110.800.800.800.340.340.3495th-Percentile Queue Length [ft/ln]

0.250.250.250.040.040.040.030.030.030.010.010.0195th-Percentile Queue Length [veh/ln] BEFCEFAAAAAAMovement LOS

13.5641.3650.2815.6940.3751.190.000.008.800.000.009.73d_M, Delay for Movement [s/veh]

0.040.000.040.010.000.000.000.010.020.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.527Volume to Capacity (v/c):

CLevel Of Service:

29.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
124168527911030726037513833265136Total Analysis Volume [veh/h] 31421320287765943586634Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 10814645699626722632612029230118Total 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]
400003511410130Site-Generated Trips [veh/h]
8231436303030121518633In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
146.82155.6260.2545.4782.37281.9684.94246.05151.7389.1091.23149.5395th-Percentile Queue Length [ft/ln]

5.876.222.411.823.2911.283.409.846.073.563.655.9895th-Percentile Queue Length [veh/ln]

81.5786.4633.4725.2645.76173.8447.19146.7284.2949.5050.6983.0750th-Percentile Queue Length [ft/ln]

3.263.461.341.011.836.951.895.873.371.982.033.3250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDACDBBDLane Group LOS

44.8542.8752.3116.8325.8340.956.7120.9248.8417.1417.0948.85d, Delay for Lane Group [s/veh]

0.750.710.680.120.220.860.240.470.810.190.190.81X, 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]

6.134.359.840.080.216.050.542.008.860.560.538.82d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.7338.5242.4716.7525.6234.906.1618.9239.9816.5816.5640.03d1, Uniform Delay [s] 185214776545083571068796170764794168c, Capacity [veh/h] 164319001810161519001810161519001810182819001810s, saturation flow rate [veh/h]

0.090.080.030.050.060.170.160.200.080.080.080.08(v / s)_i Volume / Saturation Flow Rate

0.110.110.040.410.270.200.660.420.090.420.420.09g / C, Green / Cycle 101043624186038838388g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.85 17.11 17.14 48.84 20.92 6.71 40.95 25.83 16.83 52.31 43.05 44.85 Movement LOS D B B D C A D C B D D D
d_A, Approach Delay [s/veh] 27.06 21.12 33.76 45.10
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.47
Intersection LOS C
Intersection V/C 0.527
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.362 2.588 2.627 2.285 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.918 2.835 2.378 1.843 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.023Volume to Capacity (v/c):

DLevel Of Service:

26.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
347401116533Total Analysis Volume [veh/h]
1118534133Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
347031015506Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
34110153Site-Generated Trips [veh/h]
00570044In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.18d_I, Intersection Delay [s/veh]
CAAApproach LOS

20.110.130.00d_A, Approach Delay [s/veh]

2.202.200.460.460.000.0095th-Percentile Queue Length [ft/ln]

0.090.090.020.020.000.0095th-Percentile Queue Length [veh/ln] BDAAAAMovement LOS

12.0826.130.008.540.000.00d_M, Delay for Movement [s/veh]

0.010.020.010.010.000.01V/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
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.068Volume to Capacity (v/c):

DLevel Of Service:

27.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
012744036548Total Analysis Volume [veh/h]
0318609137Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
011707034521Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
011503418Site-Generated Trips [veh/h]
00570044In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.24d_I, Intersection Delay [s/veh]
DAAApproach LOS

27.020.000.00d_A, Approach Delay [s/veh]

5.455.450.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.220.220.000.000.000.0095th-Percentile Queue Length [veh/ln] BDAAAAMovement LOS

13.3827.020.008.630.000.00d_M, Delay for Movement [s/veh]

0.000.070.010.000.000.01V/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
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.002Volume to Capacity (v/c):

ALevel Of Service:

8.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15001000Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

0.44d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.68d_A, Approach Delay [s/veh]

0.000.000.000.000.150.1595th-Percentile Queue Length [ft/ln]

0.000.000.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.260.000.008.398.68d_M, Delay for Movement [s/veh]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\5 - OY 25 CUM WP PM.pdf
Scenario 5 OY 25 CUM WP PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
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.

A8.60.009NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
C20.60.101WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
C19.50.042WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C31.30.456SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D32.50.051WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F161.21.043EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

1.043Volume to Capacity (v/c):

FLevel Of Service:
161.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136303349288Total Analysis Volume [veh/h]
983234768772Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101225259214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0004120Site-Generated Trips [veh/h]
00047650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

18.81d_I, Intersection Delay [s/veh]
FAAApproach LOS

52.920.003.87d_A, Approach Delay [s/veh]

92.75182.480.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.717.300.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

17.28161.250.000.000.008.56d_M, Delay for Movement [s/veh]

0.581.040.000.000.000.25V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.051Volume to Capacity (v/c):

DLevel Of Service:

32.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
120711040656946070Total Analysis Volume [veh/h]
3023010164211520Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 9058030498734610Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
603000022160Site-Generated Trips [veh/h]
00000004700650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.57d_I, Intersection Delay [s/veh]
CCAAApproach LOS

20.4118.360.120.00d_A, Approach Delay [s/veh]

6.056.056.054.164.164.160.380.380.380.000.000.0095th-Percentile Queue Length [ft/ln]

0.240.240.240.170.170.170.020.020.020.000.000.0095th-Percentile Queue Length [veh/ln] BDDBDDAAAAAAMovement LOS

13.3728.0932.4813.3827.7032.070.000.008.690.000.008.83d_M, Delay for Movement [s/veh]

0.020.000.050.020.000.030.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.456Volume to Capacity (v/c):

CLevel Of Service:

31.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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
1142394614729620130729918265281155Total Analysis Volume [veh/h] 286012377450777545167039Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 941973812124416625324715054232128Total 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]
1000082594030Site-Generated Trips [veh/h]
25392932262828712181234In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
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] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
176.96186.5152.8794.27248.95201.76114.40184.46236.8196.51100.96174.4595th-Percentile Queue Length [ft/ln]

7.087.462.113.779.968.074.587.389.473.864.046.9895th-Percentile Queue Length [veh/ln]

98.31103.6229.3752.37148.89114.1563.56102.48139.4653.6156.0996.9250th-Percentile Queue Length [ft/ln]

3.934.141.172.095.964.572.544.105.582.142.243.8850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
DDDBCDABFBBDLane Group LOS

43.9542.4651.3119.5533.4042.378.0117.1773.0215.5415.4750.84d, Delay for Lane Group [s/veh]

0.780.750.630.240.680.780.300.351.010.210.210.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

5.954.628.770.211.835.120.741.1232.520.590.5510.97d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

37.9937.8442.5419.3531.5737.257.2716.0640.5014.9514.9239.86d1, Uniform Delay [s] 218244736054382571031858181804858181c, Capacity [veh/h] 169919001810161519001810161519001810177919001810s, saturation flow rate [veh/h]

0.100.100.030.090.160.110.190.160.100.090.090.09(v / s)_i Volume / Saturation Flow Rate

0.130.130.040.380.230.140.640.450.100.450.450.10g / C, Green / Cycle 121243421135741941419g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.84 15.50 15.54 73.02 17.17 8.01 42.37 33.40 19.55 51.31 42.81 43.95 Movement LOS D B B F B A D C B D D D
d_A, Approach Delay [s/veh] 26.43 26.50 33.04 44.11
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.31
Intersection LOS C
Intersection V/C 0.456
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.375 2.571 2.673 2.362 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.973 2.860 2.622 1.889 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.042Volume to Capacity (v/c):

CLevel Of Service:

19.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
61153723482Total Analysis Volume [veh/h]
2313411121Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
61051023458Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
6103231Site-Generated Trips [veh/h]
00470065In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.29d_I, Intersection Delay [s/veh]
CAAApproach LOS

16.760.030.00d_A, Approach Delay [s/veh]

4.154.150.080.080.000.0095th-Percentile Queue Length [ft/ln]

0.170.170.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.7919.470.008.340.000.00d_M, Delay for Movement [s/veh]

0.010.040.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.101Volume to Capacity (v/c):

CLevel Of Service:

20.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [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]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
02654708485Total Analysis Volume [veh/h]
0713702121Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
02552008461Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02513084Site-Generated Trips [veh/h]
00470065In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.50d_I, Intersection Delay [s/veh]
CAAApproach LOS

20.610.000.00d_A, Approach Delay [s/veh]

8.368.360.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.330.330.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

12.7920.610.008.360.000.00d_M, Delay for Movement [s/veh]

0.000.100.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.009Volume to Capacity (v/c):

ALevel Of Service:

8.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
503709Total Analysis Volume [veh/h]
101202Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 500700Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

3.23d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.61d_A, Approach Delay [s/veh]

0.000.000.000.000.680.6895th-Percentile Queue Length [ft/ln]

0.000.000.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.240.000.008.398.61d_M, Delay for Movement [s/veh]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-6

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CUMULATIVE PLUS

PROJECT CONDITIONS WITH TRAFFIC

SIGNAL AT LOCUST AND CASA GRANDE
Option 1: Traffic Signal
ECBDLane Group LOS

70.7825.5011.6552.47d, Delay for Lane Group [s/veh]

0.980.070.620.98X, volume / capacity
3714161114630c, Capacity [veh/h]
145416291699884s, saturation flow rate [veh/h]
333Arrival type
1900190019001900so, Base Saturation Flow per Lane [pc/h/ln]

0.250.020.410.70(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.66g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall

0.02.00.02.02.00.0l1, Start-Up Lost Time [s]

0.00.00.00.00.00.0Delayed Vehicle Green [s]
07010100Pedestrian Clearance [s]
050550Walk [s]
027063630Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]
023059590Maximum Green [s]
05010100Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030260Signal Group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type

0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
Intersection Settings
3633125669447168Total Analysis Volume [veh/h]
2502117390262115Base Volume Input [veh/h]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
HCM 7th EditionAnalysis Method
SignalizedControl Type
Locust Avenue at Casa Grande DriveIntersection
1Number
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.946Intersection V/C
DIntersection LOS

39.25d_I, Intersection Delay [s/veh]
EBDApproach LOS

67.2211.6552.47d_A, Approach Delay [s/veh]
YesNoNoNoNoNoCritical Movement
ECBBDDMovement LOS

70.7825.5011.6511.6552.4752.47d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
426.0122.76300.83624.3495th-Percentile Queue Length [ft/ln]

17.040.9112.0324.9795th-Percentile Queue Length [veh/ln] 287.0712.64188.31450.3350th-Percentile Queue Length [ft/ln]

11.480.517.5318.0150th-Percentile Queue Length [veh/ln] YesNoNoYesCritical Lane Group
ECBDLane Group LOS
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Option 1: Traffic Signal
DCAELane Group LOS

47.1325.839.6055.18d, Delay for Lane Group [s/veh]

0.970.290.430.98X, volume / capacity
4044521027649c, Capacity [veh/h]
145416291621932s, saturation flow rate [veh/h]
333Arrival type
1900190019001900so, Base Saturation Flow per Lane [pc/h/ln]

0.270.080.270.68(v / s)_i Volume / Saturation Flow Rate

0.280.280.630.63g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall

0.02.00.02.02.00.0l1, Start-Up Lost Time [s]

0.00.00.00.00.00.0Delayed Vehicle Green [s]
07010100Pedestrian Clearance [s]
050550Walk [s]
029061610Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]
06901231230Maximum Green [s]
05010100Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030260Signal Group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type

0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
Intersection Settings
392129136303349288Total Analysis Volume [veh/h]
2809297167175206Base Volume Input [veh/h]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
HCM 7th EditionAnalysis Method
SignalizedControl Type
Locust Avenue at Casa Grande DriveIntersection
1Number
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.953Intersection V/C
DIntersection LOS

38.30d_I, Intersection Delay [s/veh]
DAEApproach LOS

41.859.6055.18d_A, Approach Delay [s/veh]
NoNoNoNoYesNoCritical Movement
DCAAEEMovement LOS

47.1325.839.609.6055.1855.18d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
374.1197.58186.91651.8495th-Percentile Queue Length [ft/ln]

14.963.907.4826.0795th-Percentile Queue Length [veh/ln] 245.6054.21103.84473.4250th-Percentile Queue Length [ft/ln]

9.822.174.1518.9450th-Percentile Queue Length [veh/ln]
YesNoNoYesCritical Lane Group
DCAELane Group LOS
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

APPENDIX E

CUMULATIVE PROJECTS INFORMATION

TOTAL CUMULATIVE PROJECTS TRAFFIC
AM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Locust Avenue at Casa Grande Drive 0 44 0 0 57 0 0 0 0 0 0 0 2 Locust Avenue at West Coast Boulevard 0 44 0 0 57 0 0 0 0 0 0 0 3 Locust Avenue at Casmalia Street 33 6 18 15 12 30 30 15 36 14 8 8 PM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Locust Avenue at Casa Grande Drive 0 65 0 0 47 0 0 0 0 0 0 0 2 Locust Avenue at West Coast Boulevard 0 65 0 0 47 0 0 0 0 0 0 0 3 Locust Avenue at Casmalia Street 34 12 18 12 7 28 28 12 32 29 25 25 Enter only in blue cells
Int. #: 1

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 57 0 0 0 0 0 0 0
AM Out 0 44 0 0 0 0 0 0 0 0 0 0
AM Tot 0 44 0 0 57 0 0 0 0 0 0 0
PM In 0 0 0 0 47 0 0 0 0 0 0 0
PM Out 0 65 0 0 0 0 0 0 0 0 0 0
PM Tot 0 65 0 0 47 0 0 0 0 0 0 0
Zone # 1 North Alder Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 0% 10% 0% 0% AM In 302 0 0 0 0 30 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 300 0 30 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 282 0 0 0 0 28 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 284 0 28 0 0 0 0 0 0 0 0 0 0 Zone # 2 East Sierra Lakes Parkway
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 0% 0% AM In 153 0 0 0 0 15 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 84 0 8 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 120 0 0 0 0 12 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 248 0 25 0 0 0 0 0 0 0 0 0 0 Zone # 3 South Locust Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 0% 0% AM In 119 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 57 0 6 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 71 0 0 0 0 7 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 116 0 12 0 0 0 0 0 0 0 0 0 0 Locust Avenue at Casa Grande Drive
Yellow cells calculate
Enter only in blue cells
Int. #: 2
Mirror distribution? Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
Mirror distribution? AM In 0 0 0 0 57 0 0 0 0 0 0 0
AM Out 0 44 0 0 0 0 0 0 0 0 0 0
AM Tot 0 44 0 0 57 0 0 0 0 0 0 0
PM In 0 0 0 0 47 0 0 0 0 0 0 0
PM Out 0 65 0 0 0 0 0 0 0 0 0 0
PM Tot 0 65 0 0 47 0 0 0 0 0 0 0
Zone # 1 North Alder Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 302 0 0 0 0 30 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 300 0 30 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 282 0 0 0 0 28 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 284 0 28 0 0 0 0 0 0 0 0 0 0 Zone # 2 East Sierra Lakes Parkway
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 153 0 0 0 0 15 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 84 0 8 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 120 0 0 0 0 12 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 248 0 25 0 0 0 0 0 0 0 0 0 0 Zone # 3 South Locust Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 119 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 57 0 6 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 71 0 0 0 0 7 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 116 0 12 0 0 0 0 0 0 0 0 0 0 Locust Avenue at West Coast Boulevard
Yellow cells calculate
Int. #: 3

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30 0 15 15 12 30 0 15 6 6 0 0
AM Out 3 6 3 0 0 0 30 0 30 8 8 8
AM Tot 33 6 18 15 12 30 30 15 36 14 8 8
PM In 28 0 12 12 7 28 0 12 4 4 0 0
PM Out 6 12 6 0 0 0 28 0 28 25 25 25
PM Tot 34 12 18 12 7 28 28 12 32 29 25 25
Zone # 1 North Alder Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% AM In 302 30 0 0 0 0 30 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 10% 0% 10% 0% 0% 0%
AM Out AM Out 300 0 0 0 0 0 0 30 0 30 0 0 0
PM In 10% 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% PM In 282 28 0 0 0 0 28 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 10% 0% 10% 0% 0% 0% PM Out 284 0 0 0 0 0 0 28 0 28 0 0 0 Zone # 2 East Sierra Lakes Parkway
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% 10% AM In 153 0 0 15 15 0 0 0 15 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 10% 10%
AM Out AM Out 84 0 0 0 0 0 0 0 0 0 8 8 8
PM In 0% 0% 10% 10% 0% 0% 0% 10% 0% 0% 0% 0% PM In 120 0 0 12 12 0 0 0 12 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 10% 10% PM Out 248 0 0 0 0 0 0 0 0 0 25 25 25 Zone # 3 South Locust Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 5% 5% AM In 119 0 0 0 0 12 0 0 0 6 6 0 0
Y 5% 10% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 57 3 6 3 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 5% 5% 0% 0% PM In 71 0 0 0 0 7 0 0 0 4 4 0 0 PM Out 5% 10% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 116 6 12 6 0 0 0 0 0 0 0 0 0 Locust Avenue at Casmalia Street

APPENDIX F

TRAFFIC SIGNAL WARRANT ANALYSIS

WORKSHEETS
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: EX
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 784 271 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 645 372 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,429 643 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
West Coast and Locust Warehouse Project Kimley-Horn and Associates, Inc.

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 816 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 671 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,487 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1 West Coast and Locust Warehouse Project Kimley-Horn and Associates, Inc.

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 WP
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 836 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 687 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,523 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
West Coast and Locust Warehouse Project Kimley-Horn and Associates, Inc.

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 CUM
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 917 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 783 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,700 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 CUM WP
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 937 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 799 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,736 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: West Coast Boulevard EB WB # OF APPROACH LANES: 1 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 CUM WP
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 105 525 53 280 84 420 42
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 1,244 18 Y Y Y Y
10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 969 14 Y Y Y Y
05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
2,213 32 2 0 0 2 0 0 2 0 0 2 0 0 0 0
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED
NOT

SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

October 2023

Rialto City CouncilSeptember 24, 2024

Rialto City Council
September 24, 2024