Clovis City Council
December 16, 2024

910
AGENDA ITEM NO. 15.

Report List
SSJViC Record Search 24-207
Report No. Other IDs Year Aiithor<s) Title Affiliation Resources FR-00074 NADB-R-1141287 1978 Baker, Suzanne
FR-01219
FR-02289
1993 Bissonnette, Linda Dick
2006 Nettles, Wendy M. and
Balolan, Randy
Archaeological Reconnaissance of the
Shepherd 230kV Substation and
Transmission Line
Fresno Metropoiitan Flood Control District
Drainage Area 'BY* Facilities
Cultural Resources Reconnaissance Survey
of the City of Clovis Northwest Urt>an Center
Specific Plan Area, Fresno County, Califomla
Archaeological Consultants
Cultural Resources
Consulting
Applied Earthworks, inc. 10-006109

911
AGENDA ITEM NO. 15.

APPENDIX 3
DPR Site Record
30 912
AGENDA ITEM NO. 15.

State of California —The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
PRIMARY RECORD Trinomial
NRHP Status Code 6Z
other Listings
Review Code Reviewer Date

P1. Other Identifier:
'Resource Name or#: 3731 E. Behymer Avenue
*a. County: Fresno
T12S; R21E NW'Aof NEY* of Sec19; M.D. B.M.

City: Clovis Zip: 93619
*P2. Location: □ Not for Publication ■ Unrestricted
and (P2b and P2c or P2d. Attach a Location Map as necessary.) *b. uses 7.5'Quad: Frlant Date: 1964
c. Address: 3731 E. Behymer Avenue
d. UTM:NAD27 Zone: 10; 07 92 774 mE/ 40 86 506 mN {G.P.S.) e. Other Locational Data: (e.g., parcel #, directions to resource, elevation, etc., as appropriate) Elevation:

APN 556-010-29
'P3a. Description; (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries) This is a ranch style house constructed in 1963, per County Assessor, that is more complex in pian than most houses of that style and era. This is basically a cross gabled version of the ranch style, the type found in about 40% of ranch houses (McAlester 2015:598) but this has two front-facing cross gables, much less common, and one of these has what amounts to a full width dormer on top of the cross gable in the form of another low gabled roof that does not extend to the end of the main roof. The rear of the building is also unusual in that there are several extensions, one being an extension of the main roof at a lower pitch to cover a large back patio. About 140 feet south of the residence are two modern utility buildings: a fiat roofed equipment sheiter and a small barn.

Windows are primarily vinyl framed sliders but there is a picture window on the front (northern) elevation facing Behymer Avenue. Siding is vertical plank over a faux rock course. The eaves are closed and the roof is a composit tnat appears relativeiy recent.

In all, this is a variation on the ranch house that lacks a number of the most characteristic elements of the style.

In particular, the essential simplicity characteristic of the early ranch houses of this era is lost in the complex roof treatment. Later ranch houses of the 1970s and early 1980s are often more elaborate. This exampie, however, is not in any recognized subtype of the basic ranch form. *P3b. Resource Attributes: (List attributes and codes) HP2 - Single Family Property ''P4. ResourcesPresent: BBuilding DStructureDObjectDSite □District GEiementof District nother (Isolates, etc.) P5b. Description of Photo: (View,
date, accession #) Front of house
from Behymer Avenue looking
south. 5/15/2024
'P6. Date Constructed/Age and
Sources: ■Historic
□Prehistoric DBoth
1063 per County Assessor
'P7. Owner and Address:

On site
*P8. Recorded by: (Name,
affiliation, and address)
Mike Lawson, Robert Gerry
Peak & Associates, Inc.
3941 Park Drive, Ste 20-329
El Dorado Hills, OA 95762
*P9. Date Recorded: 5/15/3034
*P10. Survey Type: (Describe)
Full coverage pedestrian
survey prior to proposed
development
*P11. Report Citation: (Cite survey report and other sources, or enter "none.") Cultural Resources Assessment of the De Young Property, Clovis, Fresno County, California. Peak & Associates, Inc. 2024 .'Attachments: GNONE ■Location Map ■Sketch Map □Continuation Sheet GBuilding, Structure, and Object Record □Archaeological Record GDislrict Record GLinear Feature Record GMilling Station Record GRock Art Record □Artifact Record nPhotograph Record □ Other (List):

DPR 523A (1/95) 'Required information
P5a. Photo or Drawing (Photo required for buildings, structures, and objects. 913
AGENDA ITEM NO. 15.

State of California ^ Natural Resources Agency
DEPARTMENT OF PARKS AND RECREATiON

SKETCH MAP
Primary#
HRI#
Trinomial

•Drawn by: Google Earth and Gerry *Date of map: 1/20/2024 I 3731 E Behymer
■M
s:

S
3 TW»(;
.ii
1/4 mi +/- :^|§!rs§: SSSSf.'
i--» Si
i
DPR 523K {Rev. l/1995)(Word 9/2013) NOTE: Include bar scale and north arrow. 914 AGENDA ITEM NO. 15.
3731

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
HRI#
Trinomial

^ Oardofi I ^ • 'bmjS*'—'
/wrc«rw4r>OM«(.i .•
3731 c Behymer
\ "PROJECT •
j. AREA >!
?•» Friant1964
Clovis 1964
SfcMlr'iBf
SCALE 1:24000
Q I MIL:
lOOO
1 KigMErtR
CONTOUR INTERVAL 5 FEET
NATIONAI. GEOO&TIC VERTICAL DATUM Of 1929
DPR 523J (1/95) *Requlred information
915
AGENDA ITEM NO. 15.

PROVOST&PRITCHARD

CONSULTING GROUP
455 W FirAve • Clovis. CA 93611 • (559)449-2700
www.provostandpritchard.com

MEMORANDUM
To: Christopher Kelly, City of Clovis
From: Heather Bashian, PE
Date: October 24, 2024
Subject: Water Infrastructure Investigation for a Single-Family Residential Development at the southeast corner of Peach and Behymer Avenues (DRC 2023-045 or Tentative Tract Map 6482} Provost and Pritchard Consulting Group has prepared this technical memorandum summarizing the findings of our investigation into the water system infrastructure required to serve a proposed development located at the northeast corner of Peach and Behymer Avenues (APNs 556-010-28 and 29).

PROJECT INFORMATION
The Project covers an area of approximately 36.9 gross acres within the Northwest Village planning area.

The entire Project is within the Kings River service area for FID, which means the Project has access to water from the Kings River as its source of supply. The existing project site consists of residences and residential outbuildings, and agriculture uses. The proposed use will consist of approximately 266 single family residential units, equating to 7.2 units per acre, consistent with the land use designation of medium high density residential, consistent with the planned land use for the area.

The project straddles the pressure zone (PZ) boundary (Zone 1 and Zone 2) of the water system and the understanding is the City does not want to create an interconnection between the pressure zones within a residential development (i.e., not on a major road/intersection). For this reason, the evaluation of the Project has been prepared to determine what master planned, or additional, water infrastructure would be necessary for this Project to proceed. To accomplish this, the infrastructure conditioned on other preceding projects in the area has been documented and, qualitatively, the necessary infrastructure to serve this Project has been evaluated. This evaluation was not completed with a hydraulic model, at the direction of City staff.

ASSUMPTIONS
Below is a list of assumptions that will be made for this investigation; • Proposed developments will comply with the City's two points of connection requirement. • Master planned facilities near the Project are existing, unless otherwise specifically noted. • The developer is responsible for sizing all water mains and other water related infrastructure internal to the Project.
• \A/ater system demands will be based on unit demand from the City of Clovis Water Master Plan Update, Phase III (Provost & Pritchard, 2018).
• The first phase of water storage tank T-9 or T-6 (3.5 million gallons of storage in PZ2) will be evaluated for inclusion in the Project.
• Water system improvements associated with Tract maps 6205, 6343, and 6200, and DRC 2023-024 (Behymer & Willow Avenues) will be assumed to be fully built out. Water system improvements associated with Vista Ranch are assumed to not be constructed for purposes of this analysis.

G:\Clovis_aty of - 101A0ngoing\0G-2024\04 DRC 2023-045 Peach Behymer\Report and Caics\20241016 Infrastructure Evaluatlort Final_C-doot Engineering • Structural • Geostructural • Surveying ♦ Planning • Environmentol • GIS • Construction Services • Hydrogeology • Consulting Clovis • Visalia • Bakersfield • Modesto • Los Bonos • Ctiico • Socramento • Sonoro • San Luis Obispo • Boise, ID 916
AGENDA ITEM NO. 15.

CityofClovis
Water Infrastructure Investigation for DRC 2023-045
October 24,2024

WATER DEMAND
Potable water demands for the Project were estimated using land-use-based unit water demand factors from the WMP. Table 1 summarizes unit demand factors used to estimate demand for typical planning conditions such as annual average, maximum day, and peak hour and the total water usage for each demand category. Water usage for each demand category was estimated by multiplying gross acreage of land use type by its respective unit demand.

Table 1. Summary of Unit Water Demands and Total Water Demands

LAND USE (AC)
ANNUAL
AVERAGE MAXIMUM DAY 1
1 PEAK HOUR
AFY/AC AFY GPM/AC GPM ; GPM/AC GPM

36.9 3.30 121.8
Existing/Proposed - MediumHigh Density Residential
Notes;

1. Source for unit water demand values was Table 5-3.1 In WMP.

2. Abbreviations: AFY = Acre-feet per year, gpm = gallons per minute, ac = acre(s)

3.48 128.3 6.14 226.5

WATER SUPPLY
Urbanization within Clovis occurs both inside and outside the Kings River service area for FID, therefore not all lands have access to this water source. Lands generally located south and west of the Enterprise Canal are within the Kings River service area and as such are entitled to an average annual allotment of approximately

2.24 acre-feet per acre (AF/ac). Some land uses within the City have unit demands greater than the 2.24 AF/ac supply available. The City adopted an ordinance requiring new development with demands exceeding the allotment to pay fees, so the City can acquire additional water supply to serve the development. Since the entirety of the Project is within the FID service area, water from the Kings River is available to offset a portion of the anticipated annual demand of 19.0 acre-feet. See Table 2 for summary of reconciliation of supply and demand for existing and proposed land use conditions.

Table 2. Summary of Unit Water Demands by Land Use

AVERAGE DAY FID ENTITLEMENT ADDITIONAL SUPPLY

DEMAND (AFY) (AFY) REQUIRED (AFY) LAND USE
Existing/Proposed - Medium-High
Density Residentia

INFRASTRUCTURE
This evaluation will discuss infrastructure in three ways; • Existing infrastructure; this is understood to be constructed and operational as of the date of this memorandum {see Figure 1)
• Conditioned infrastructure: this is understood to be planned for construction with another project that preceded this evaluation; it may or may not be constructed and operational when this Project is operational (see Figure 2)
• Recommended Infrastructure: this is the infrastructure recommended for development in addition to the existing and conditioned infrastructure; if any conditioned infrastructure is not constructed and operational when this Project is operational, additional recommended infrastructure will likely be necessary (see Figure 2)
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AGENDA ITEM NO. 15.
atv of Clevis October 24, 2024
Water Infrastructure Investigation for DRC 2023-04S Page 3 of 4

EXISTING INFRASTRUCTURE
There is no existing infrastructure immediately adjacent to the Project. The nearest existing infrastructure is the 12-inch water main in Willow Avenue and the infrastructure associated with Tract Map (TM) 6200, between Shepherd and Perrin Avenues and Clovis and Sunnyside Avenues. Other existing infrastructure in the larger vicinity is shown on Figure 1.

CONDITIONED INFRASTRUCTURE
The following is a list of the major infrastructure, most as shown in the WMP, that has been conditioned on nearby projects (shown with gray highlight in Figure 2) that would impact this Project's ability to have reliable and sufficient water supply access. Some infrastructure is conditioned on multiple projects and is therefore stated more than once.

DRC 2023-024 (WILLOW AND BEHYMER AVENUES)
• P-16 (portion): 12-inch water main in Behymer Avenue, along project frontage • W-46: City Well near Willow and Behymer Avenues
DRC 2023-030 (CLOVIS AND PERRIN AVENUES)
• P-3/4/5/6: WMP capital improvement projects P-3 and P-4 or P-5 and P-6 must be operational prior to the project being operational to enhance the redundancy In PZ2 • P-35 (portion): 12-inch water main in Minnewawa Avenue, along project frontage • P-36:12-inch water main in Clovis Avenue from Baron Avenue to Perrin Avenue (P-36) • Non-master planned: 12-inch water main in Perrin Avenue from Clovis Avenue to approximately 360 feet west of Clovis Avenue along Project frontage
TRACT 6205
• P-3/4: WMP capital improvement projects P-3 and P-4 must be operational prior to the project being operational to enhance the redundancy in PZ2
• P-39: 24-inch water main in Perrin Road from Sunnyside Avenue to Marion Avenue • P-40: 24-inch water main in Sunnyside Avenue from Pryor Road to Perrin Road • Non-master planned: 12-inch water main in Pryor Road that connects through the project from Sunnyside Avenue to Shepherd Avenue
TRACT 6343
• P-18 (portion): 24-inch water main in Behymer Avenue from Baron Avenue, along project frontage • P-38: 24-inch water main in Baron Avenue from Perin Avenue to Behymer Avenue TRACT 6375
• P-35 (portion): 12-inch main in Minnewawa Avenue
• P-36 (portion): 12-inch main in Clovis Avenue
• Tank T-6 (portion thereof)
TRACT 6452
• P-38: 24-inch water main in Baron Avenue from Perrin Avenue, along project frontage • P-39^ (portion): 24-inch water main in Street A from Marion Avenue to eastern edge of Project (toT9 site • P-39^ (portion): 24-inch in Marion Avenue from Perrin Avenue to Street A • TankT-6 (portion thereof)

RECOMMENDED INFRASTRUCTURE
Based on qualitative evaluation of the existing and conditioned infrastructure, the following infrastructure would be recommended for the Project to proceed, assuming the existing and conditioned infrastructure is all operational.
^ This master planned water main has been realigned from that shown in the WMP and replaces the originally aligned main.

G:\Clovis_City of • 10lAOngoing\OG-2024\04 DRC 2023-045 Peach Behymer\Report and Calcs\20241016 Infrastructure Evaluation Flnal_C.docx 918
AGENDA ITEM NO. 15.

City of Clevis October 24, 2024
Water Infrastructure Investigation for DRC 2023-045 Page 4 of 4 EASTERN PORTION OF DRC 2023-045 - PRESSURE ZONE 2;
• P-16 (portion), P-17 and P-18 (portion): construction of the water main along Behymer Avenue (approximately 1.25 miles) provides two points of connection to the water system (redundancy) and allows the eastern portion of the water system to connect to the main in Behymer in two locations without loss of reliability. (Shown in yellow highlight In Figure 2.) o A non-master planned water main (425 feet) in Minnewawa Avenue, along the Project frontage, would be recommended to provide the second point of connection in Behymer Avenue without having an interconnection between the pressure zones. • TankT-6: Recent hydraulic analysis for multiple projects in P22 have indicated low pressure results in Harlan Ranch, worsened by the inclusion of projects in the Northwest Village, are resolved by construction of Water Storage Tank T-6 at the SWTP.

WESTERN PORTION OF DRC 2023-045 - PRESSURE ZONE 1:
• P-27, P-29, and P-30 (west portion): Construction of this series of water mains (approximately 1 mile) connects the western portion of the Project to the PZl main in Willow Avenue, providing one point of connection for the Project to the PZl water supply. (Shown in yellow highlight in Figure 2.) • A second point of connection to provide water supply reliability and redundancy is possible in multiple ways, both of which still rely on P-29, limiting the true redundancy. (The common portions of the two options that follow are shown in solid orange highlight on Figure 2, and the differing portions are shown in dashed orange highlight on Figure 2). o P-30 (east portion), P-31, P-32, and P-34: Construction of this series of water mains (approximately 1.5 miles) connects the western portion of the project to the PZl water main in Shepherd Avenue.
o P-30 (east portion), P-33, and P-34 (north portion): Construction of this series of water mains (approximately 0.75 miles) connects the western portion of the project to the PZ2 water main in Minnewawa Avenue.
■ It would introduce a pressure zone interconnection but is considerably less infrastructure to construct,
o Interconnection at Peach and Behymer: providing a pressure zone interconnection at this intersection provides redundant water supply to the western portion of the Project without introducing a pressure zone interconnection within a subdivision.

SUMMARY
The ability to provide reliable water supply to the project is possible through the construction of multiple master planned water mains and a portion of the T-6 tank, as described above. The City has multiple options to provide two points of water supply to the Project, for both the eastern and western components.

It Is recommended the water mains In Behymer (P-16, P-17, and P-18) be constructed to provide water supply to both portions of the Project. The mains in Behymer will provide two points of connection to the eastern portion in PZl until such a time as the frontage water main is constructed in Minnewawa; there is some level of risk associated with two points of connection being provided by the same transmission main.

The second point of connection for the western portion in PZl can be achieved through construction of P-27, P-30 (western portion) and P29; therefore, those mains are also recommended for the Project.

Serving this project should not negatively impact the City's ability to provide supply and delivery of water to reasonably foreseeable users within the City assuming adherence to recommendations from prior water resources planning efforts. However, to understand the cumulative impacts to supplies and other major water infrastructure, the City should be tracking changes in demand as part of the development process in order to determine when projects with greater demand are offset by projects with demands lower than originally planned.

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AGENDA ITEM NO. 15.

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PROVOSTS

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920
AGENDA ITEM NO. 15.
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Figure 2: Infrastructure Recommendations PROVOST&

I'RITCHARD
921
AGENDA ITEM NO. 15.

TRANSPORTATION IMPACT ANALYSIS

DE YOUNG PROPERTIES PEACH AND BEHYMER PROJECT

CLOVIS, CALIFORNIA
ISA
October 2024
922
AGENDA ITEM NO. 15.

TRANSPORTATION IMPACT ANALYSIS

DE YOUNG PROPERTIES PEACH AND BEHYMER PROJECT

CLOVIS, CALIFORNIA
Prepared for:

City of Clovis
1033 Fifth Street
Clovis, California 93612
Prepared by:

LSA
1500 iowa Avenue, Suite 200
Riverside, California 92507
951.781.9310
Project No. 20231181
LSA
October 2024
923
AGENDA ITEM NO. 15.

TSANSPORTATtOM IMPACT ANALVSIS D( YOUNG PROPERTIES PEACH AND BeHYMER PROJECT October 2024 Clovis, California LSA

TABLE OF CONTENTS
TABLE OF CONTENTS i
TABLES AND FIGURES iii

LIST OF ABBREVIATIONS AND ACRONYMS V

1.0 INTRODUCTION 1-1

1.1 Project Description 1-1

1.2 CEQA Vehicle Miles Traveled Analysis 1-2

1.3 Local Transportation Analysis Study Area 1-2

1.3.1 Study Intersections 1-3

1.4 List of Chapter 1.0 Figures 1-3

2.0 VEHICLEMILES TRAVELEDANALYSIS 2-1

2.1 Methodology 2-1

2.1.1 Thresholdsof Significance 2-1

2.1.2 Project Traffic AnalysisZone Update 2-2

2.1.3 Model Runs and Project Vehicle Miles Traveled Estimation 2-2

2.2 Project Vehicle Miles Traveled Analysis 2-2

2.3 VMT Mitigation Measures 2-2

2.4 List of Chapter 2.0 Tables 2-3

3.0 LOCAL TRANSPORTATION ANALYSIS METHODOLOGY 3-1

3.1 Level of Service Definitions 3-1

3.2 Level of Service Procedures and Standards 3-1

3.3 List of Chapter 3.0 Tables 3-2

4.0 CIRCULATION NETWORK SETTING 4-1

4.1 Existing Circulation Network 4-1

4.2 Bicycles, Pedestrians, and Transit 4-1

4.2.1 Bicycle Network 4-1

4.2.2 Pedestrian Network 4-2

4.2.3 Transit Network 4-2

4.3 Listof Chapter 4.0 Figures 4-2

5.0 TRAFFIC VOLUMES FOR WITHOUT PROJECT SCENARIOS 5-1

5.1 Existing Traffic Volumes 5-1

5.2 Near-Term (2028) Without Project Traffic Volumes 5-1

5.3 Cumulative (2046) Without Project Traffic Volumes 5-2

5.4 List of Chapter 5.0 Figures and Tables 5-2
6,0 PROJECT TRAFFIC 6-1

6.1 Project Trip Generation 6-1

6.2 Project Trip Distribution and Assignment 6-1

6.3 List of Chapter 6.0 Figures and Tables 6-2

7.0 TRAFFICVOLUMESFOR PLUS PROJECTSCENARIOS 7-1

7.1 List of Chapter 7.0 Figures 7-1
P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 924
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Younq Properties Peach and Behymer Project October 2024 Ciovis, California LSA

8.0 INTERSECTION LEVELS OF SERVICE 8-1

8.1 Existing Levels of Service 8-1

8.2 Existing Plus Project Levels of Service 8-1

8.3 Near-Term (2028) Plus Project Levels of Service 8-1

8.4 Cumulative (2046) Without Project Levels of Service 8-2

8.5 Cumulative (2046) Plus Project Levels of Service 8-2

8.6 List of Chapter 8.0 Tables 8-3

9.0 SIGNAL WARRANT ANALYSIS 9-1

9.1 Peach Avenue/Behymer Avenue 9-1

9.2 Minnewawa Avenue/Behymer Avenue 9-1

9.3 Minnewawa Avenue /Perrin Avenue 9-1

9.4 List of Chapter 9.0 Figures 9-1

10.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES 10-1

10.1 Recommended Improvements 10-1

10.2 Funding Sources and Mechanisms 10-1

10.2.1 City of Ciovis DevelopmentImpact Fee Programand Operations 10-1

10.2.2 Fresno County Regional Transportation Mitigation Fee Program 10-2

10.2.3 Project Fair Share 10-2

10.3 List of Chapter 10.0 Figures and Tables 10-2

11.0 INTERSECTION QUEUING ANALYSIS 11-1

11.1 List of Chapter 11.0 Tables 11-1

12.0 SITE DISTANCE ANALYSIS AND SAFE ROUTES TO SCHOOL ANALYSIS 12-1

12.1 Sight Distance Analysis 12-1

12.2 Safe Routes to School 12-2

12.3 List of Chapter 12.0 Figures 12-3

13.0 SUMMARY AND CONCLUSIONS 13-1

13.1 Vehicle Miles Traveled Analysis Summary 13-1

13.2 Existing Conditions Summary 13-1

13.3 Near-term (2028) Conditions Summary 13-1

13.4 Cumulative (2046) Conditions Summary 13-1

13.5 Improvements Summary 13-1

13.6 Queueing Analysis Summary 13-1

13.7 Sight Distance Analysis Summary 13-1

13.8 Safe Routes to School Analysis Summary 13-2

APPENDICES
A: SCOPING AGREEMENT
B: VMT CALCULATION WORKSHEETS
C: TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
D: VOLUME DEVELOPMENT WORKSHEETS
E: LEVEL OF SERVICE WORKSHEETS
F: QUEUING ANALYSIS WORKSHEETS
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AGENDA ITEM NO. 15.

Transportation Impact Amaiysis Dc Voung Properties Peach and Behymer Project October 2024 Ciovis, California LSA

FIGURES
Figure 1-1: Regional and Project Location 1-4
Figure 1-2: Conceptual Site Plan 1-5
Figure 1-3: Study Area Intersections 1-6
Figure 4-1: City of Clovis Roadway Classification 4-3
Figure 4-2: Existing Plus Project Study Intersection Geometries and Traffic Control 4-4 Figure 4-3: Cumulative Plus Project Study Intersection Geometries and Traffic Control 4-5 Figure 4-4: City of Clovis Existing and Proposed Bikeways 4-6 Figure 4-5: City of Clovis Existing Pedestrian Infrastructure 4-7 Figure 4-6: City of Clovis Existing and Proposed Trails and Paseos 4-8 Figure 4-7: City of Ciovis Transit System 4-9
Figure 5-1: Existing Peak-Hour Traffic Volumes 5-3
Figure 5-2: Approved and Pending Project Locations 5-4
Figure 5-3: Near-Term (2028) without Project Peak-Hour Traffic Volumes 5-5 Figure 5-4: Cumulative (2046) without Project Peak-Hour Traffic Volumes 5-6 Figure 6-1: Existing and Near-Term Project Trip Distribution 6-3 Figure 6-2: Cumulative Project Trip Distribution 6-4
Figure 6-3: Existing and Near-Term Project Trip Assignment 6-5 Figure 6-4: Cumulative Project Trip Assignment 6-6
Figure 7-1: Existing Plus Project Peak-Hour Traffic Volumes 7-2 Figure 7-2: Near-Term (2028) Plus Project Peak-Hour Traffic Volumes 7-3 Figure 7-3: Cumulative (2046) Plus Project Peak-Hour Traffic Volumes 7-4 Figure 9-1: Warrant 3: Peak Hour - Peach Avenue/Behymer Avenue - Near-Term Conditions 9-2 Figure 9-2: Warrant 3: Peak Hour - Peach Avenue/Behymer Avenue - Cumulative Conditions 9-3 Figure 9-3: Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Existing Conditions 9-4
Figure 9-4: Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Near-Term Conditions 9-5
Figure 9-5: Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Cumulative Conditions 9-6
Figure 9-6: Warrant 3: Peak Hour - Minnewawa Avenue/Perrin Avenue - Near-Term Conditions 9-7
Figure 9-7: Warrant 3: Peak Hour - Minnewawa Avenue/Perrin Avenue - Cumulative Conditions 9-8
Figure 10-1: Existing Plus Project with Improvements Study Intersection Geometries and Traffic Control 10-3
Figure 10-2: Near-Term (2028) Plus Project with Improvements Study Intersection Geometries and Traffic Control 10-4
Figure 10-3: Cumulative (2046) Plus Project with Improvements Study Intersection Geometries and Traffic Control 10-5
Figure 12-1: Sight Distance Analysis at Peach Avenue/Project Driveway 1 12-4 Figure 12-2: Sight Distance Analysis at Project Driveway 2/Behymer Avenue 12-5 Figure 12-3: Sight Distance Analysis at Project Driveway 3/Behymer Avenue 12-6 Figure 12-4: Sight Distance Analysis at Project Driveway 4/Behymer Avenue 12-7 P:\20231181 De Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) j j j 926 AGENDA ITEM NO. 15.

Transportation (mpact Analysis De Young Properties Peach ano Behymer Project October 2024 Clovis, California LSA
TABLES
Table 2.A: Existing Regional and Project VMT per Capita 2-4 Table 3.A: Intersection Level of Service Definitions 3-3 Table 3.B: Level of Service Criteria for Unsignalized and Signalized Intersections 3-3 Table 5.A: Approved and Pending Projects 5-7
Table 6.A: Project Trip Generation 6-7
Table 8.A: Existing Intersection Levels of Service 8-4
Table 8.B: Near-Term (2028) intersection Levels of Service 8-5 Table 8.C: Cumulative (2046) Intersection Levels of Service 8-6 Table 10.A: Recommended Improvements for Intersections 10-6 Table 10.B: Existing Plus Project with Recommended Improvements Intersection Levels of Service 10-7
Table 10.C: Near-Term (2028) Plus Project with Recommended Improvements Intersection Levels of Service 10-8
Table 10.D: Cumulative (2046) Plus Project with Recommended Improvements Intersection Levels of Service 10-9
Table 10.E: Intersection Improvement Funding Mechanism 10-10 Table 11.A: Existing Queuing Analysis 11-2
Table 11.B: Near-Term (2028) Queuing Analysis 11-3
Table 11.C: Cumulative (2046) Queuing Analysis 11-4
Table 11.D: Existing Plus Project with Improvements Queuing Analysis 11-5 Table 11.E: Near-Term (2028) Plus Project with Improvements Queuing Analysis 11-6 Table 11.F: Cumulative (2046) Plus Project with Improvements Queuing Analysis 11-7 P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.doc* (10/09/24) jy 927 AGENDA ITEM NO. 15.

Transportation Impact Analysis
October 2024
De Young Properties Peach and Behymer Project
Clovis, California LSA

LIST OF ABBREVIATIONS AND ACRONYMS
ABM Activity Based Model
ADA Americans with Disabilities Act
ATP Active Transportation Plan
Caltrans California Department of Transportation
CEQA California Environmental Quality Act
City City of Clovis
CUSD Clovis Unified School District
FAX Fresno Area Express
Fresno COG Fresno Council of Governments
FTIP Federal Transportation Improvement Program
HCM Highway Capacity Manual
HCM 7 Highway Capacity Manual 7th Edition
HDM Highway Design Manuai
HQTA High-Quality Transit Area
ITE Institute of Transportation Engineers
LOS level of service
LTA Local Transportation Analysis
mph miles per hour
NCHRP National Cooperative Highway Research Program
project De Young Properties Peach and Behymer Project
RTP Regional Transportation Plan
STIP State Transportation Improvement Program
TAZ traffic analysis zone
TIA Traffic Impact Analysis
TIA Guidelines Transportation Impact Analysis Guidelines TIZ Traffic Impact Zone
TWLTL two-way-left-turn lane
VMT vehicle miles traveled
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Transportation Impact Anaiysis Di Young Properties Peach and Behymer Proiect October 2024 Ciovis, California LSA

1.0 INTRODUCTION
This Transportation Impact Analysis (TIA) has been prepared to assess the potential circulation Impacts associated with the proposed De Young Properties Peach and Behymer Project (project) within Fresno County (County) and proposed to be annexed in the City of Clovis (City). The approximately 37-acre project site is located at the southwest corner of Mlnnewawa Avenue and Behymer Avenue on parcels 556-01-028 and 556-01-029. The project site is currently occupied by one residential unit and agricultural uses. Figure 1-1 illustrates the regional and project location. (Figures and tables are provided at the end of each chapter.) This report has been prepared based on the City of Clovis (City) Transportation Impact Analysis Guidelines (TIA Guidelines), dated September 15, 2022.

While level of service (LOS) analysis is no longer a determinant of California Environmental Quality Act (CEQA) impacts, consistency with the City's General Plan goals and policies is still required.

Therefore, this TIA includes a Vehicle Miles Traveled (VMT) Analysis for a CEQA Transportation Impact evaluation, and a Local Transportation Analysis (LTA) to satisfy the City's General Plan transportation goals and policies. The scope of work for this TIA, including scope for the CEQA VMT Analysis and LTA with trip generation, trip distribution, study area, and analysis methodologies, has been approved by City staff via the Scoping Agreement process. A copy of the Scoping Agreement Is included as Appendix A.

1.1 PROJECT DESCRIPTION
The proposed project is located within City's sphere of influence (SGI) and within the northwest urban center growth area. The project is proposing to annex approximately 37 acres from Fresno County into the City and includes the development of 266 single family dwelling units and 32,974 square-feet (sf) of park space. The project is consistent with the City's General Plan. For purposes of this TIA, the entire buildout condition of this project has been considered under all 'plus project' conditions. It is anticipated that the project buildout will occur in year 2028. Figure 1-2 illustrates the conceptual site plan for the project.

As illustrated in Figure 1-2, access to the project will be provided by four driveways:
• Project Driveway 1: This driveway will be located along Peach Avenue and will be a fullaccess driveway. • Project Driveway 2: This driveway will be located along Behymer Avenue and will be a right in-right-out (RIRO) only driveway.
• Project Driveway 3: This driveway will be located along Behymer Avenue and will be a right in-right-out-left-in driveway. Left-out access will be restricted. • Project Driveway 4: This driveway will be located along Behymer Avenue and will be a RIRO only driveway.

It should be noted that the project is also anticipated to have connections to adjacent future residential development located immediately south of the project site.

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Transportation Impact Analysis De Young Properties Peach ano Behymer Project October 2024 Ciovis, California LSA

1.2 CEQA VEHICLE MILES TRAVELED ANALYSIS
As per the City's TIA Guidelines, the project cannot be considered smail because it exceeds 53 dwelling units {City's threshold for screening out single-family home projects from a VMT analysis).

Therefore, a detailed VMT analysis has been conducted for the project. For purposes of this analysis, the project-generated VMT per capita has been calculated using the Fresno Council of Governments (Fresno COG) Activity Based Model (ABM). As per the City's TIA Guidelines, a significant projectgenerated VMT impact would occur if the project's VMT per capita exceeds a ievei of 13 percent below the existing County average VMT per capita provided in the guidelines. The detailed VMT analysis, including the screening criteria evaluation, VMT analysis methodoiogy, resuits, and appropriate mitigation measures for the proposed project are discussed in Chapter 2.0.

1.3 LOCAL TRANSPORTATION ANALYSIS STUDY AREA
The LTA for the project examines traffic operations In the vicinity of the proposed project under the following five scenarios:

Existing Conditions;
Existing Plus Project Conditions;
Near-Term Pius Project Conditions;
Cumuiative Without Project Conditions; and
Cumulative Pius Project Conditions.

Traffic conditions at study intersections were examined for weekday a.m. and p.m. peak-hour conditions. The a.m. peak hour is defined as the 1 hour of highest traffic volumes occurring between 7:00 a.m. and 9:00 a.m. The p.m. peak hour is the 1 hour of highest traffic volumes occurring between 4:00 p.m. and 6:00 p.m. Additionally, since the project is estimated to be completed in 2028, the Near-Term condition was evaluated for the year 2028.

As per the City's TIA Guidelines, the extent of the study area should include the following:
• Pedestrian, bicycle, and transit facilities within 0.5 mile from the project site boundary • Ail intersections of major streets that would provide direct access to the project • All signalized intersections within 0.5 mile of the project site boundary where the project would add 50 or more peak-hour trips, and signalized intersections beyond 0.5 mile where the project would add 100 or more peak-hour trips
• All unsignalized intersections within a 0.5 mile of the project site boundary where the project would add more than 50 peak-hour trips
Based on the aforementioned criteria and as per discussion with the City and adjacent jurisdictions during the scoping agreement process, the following intersections have been included in the LTA.

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Transportation Impact Analysis D£ Young Propirties Peach and Behymes Project October 2024 Cuovis, California LSA

1.3.1 Study Intersections
Per the Scoping Agreement (Appendix A), intersections analyzed in the LTA and their jurisdictions are as follows:

1. Willow Avenue/Behymer Avenue (City of Clovis/City of Fresno);

2. Willow Avenue/Perrin Avenue (City of Clovis/City of Fresno);

3. Peach Avenue/Behymer Avenue (City of Clovis);

4. Minnewawa Avenue/Behymer Avenue (City of Clovis);

5. Minnewawa Avenue/Perrin Road (City of Clovis);

6. Minnewawa Avenue/Shepherd Avenue (City of Clovis);

7. Peach Avenue/Project Driveway 1 (City of Clovis);

8. Project Driveway 2/Behymer Avenue (City of Clovis);

9. Project Driveway 3/Behymer Avenue (City of Clovis); and

10. Project Driveway 4/Behymer Avenue (City of Clovis).

Figure 1-3 illustrates the study area intersections.

1.4 LIST OF CHAPTER 1,0 FIGURES
• Figure 1-1: Regional and Project Location
• Figure 1-2: Conceptual Site Plan
• Figure 1-3: Study Area Intersections
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De Young Properties Peach and Behymer
Transportation Impact Analysis
Regional and Project location 932
AGENDA ITEM NO. 15.

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De Young Properties Peach and Behymer Project
Transportation Impact Analysis
SOUFICE; De Young PioperOes, February 2024. Conceptual Site Plan P:\20231181 De Young Aneation\GlS\Repiyt\Slte Plan (4/05/2024) 933
AGENDA ITEM NO. 15.

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Oe Young Properties Peach and Behymer
Transportation impact Analysis
Study Intersections
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Transportation Impact Analysis De Young Properties Peach ano Bekymer Project October 2024 Ciovis, California LSA

2.0 VEHICLE MILES TRAVELED ANALYSIS
On December 28, 2018, the California Office of Administrative Law cleared the revised CEQA Guidelines for use. Among the changes to the CEQA Guidelines was the removal of vehicle delay and LOS from consideration under CEQA. With the adopted CEQA Guidelines, transportation impacts are to be evaluated based on a project's effect on VMT.

The City's TIA Guidelines includes screening criteria, VMT analysis methodology, VMT impact thresholds, and VMT mitigation measures. Therefore, the City's TIA Guidelines were used in the evaluation of the project's VMT analysis.

2.1 METHODOLOGY
The TIA Guidelines provide multiple project types and thresholds for land use projects. The project was compared with the screening criteria established in the "Project Screening" section of the TIA Guidelines to check if the project can be screened out. The following is a brief description of the project in relation with the project screening criteria:
• Small Project: The TIA Guidelines states that projects generating less than 500 daily trips could be screened out of a detailed VMT analysis. As discussed in Section 6.1, Project Trip Generation, the project is estimated to generate 2,508 daily trips. Therefore, the project does not satisfy this screening criteria.
• Provision of Affordable Housing: The project proposes to develop market-rate, single-family dwelling units. Therefore, this screening criteria does not apply to the project. • Local-Serving Retail: The project consists of residential land use only; therefore, this screening criteria does not apply to the project.
• Project Located In a High-Quallty Transit Area (HQTA): The project is not located within an HQTA; therefore, this screening criteria does not apply to the project. • Project Located in Low VMT Area: The project Is not located in a low VMT area; therefore, this criterion does not apply to the project.

As shown above, the project could not be screened out from a detailed VMT analysis. As such, pursuant to the TIA Guidelines, a detailed VMT analysis was conducted to assess the project's VMT impact.

2.1.1 Thresholds of Significance
The project consists of residential land use. The TIA Guidelines established VMT per capita as the appropriate metric to evaluate residential land use projects while defining Fresno County as the "region" for determining VMT thresholds. The project would have a significant VMT impact if the project VMT per capita is greater than 87 percent of the baseline Fresno County VMT per capita.

Based on the TIA Guidelines, baseline Fresno County VMT per capita is 16.1 and the corresponding P:\20231181 Oe Young Annexation\ReporT\De Young Annexation Project TlA.doc* (10/09/24) 2-1 935 AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach ano Bihymer Project I ^ A October 2024 Ciovis, California L A\
threshold is 14.1 (which is 87 percent of 16.1). Therefore, the project will have a significant VMT impact if the project VMT per capita is greater than 14.1.

As recommended in the TIA Guidelines, the Fresno COG ABM was used for the project VMT analysis.

The model inputs were updated with the project iand uses to calculate project VMT. The project VMT was calculated from a Fresno COG ABM model run as described in the following sections.

2.1.2 Project Traffic Analysis Zone Update
The first step in preparation of this analysis was to update the traffic analysis zones (TAZs) in the model that include the project area. The Fresno COG ABM includes the ability to add or split zones.

In order to isolate the project VMT, a new zone was created in the model. The project households were included in the newly created zone for modeling purposes. No project-specific network modifications were required for the model run. A model run was conducted for the existing/base scenario with updated model inputs. The outputs from this updated model run were used to calculate the project VMT per capita.

2.1.3 Model Runs and Project Vehicle Miles Traveled Estimation A model run was conducted for this updated model upon completion of the socioeconomic data update. The outputs from this updated model run were used to calculate the project VMT per capita.

2.2 PROJECT VEHICLE MILES TRAVELED ANALYSIS
Table 2.A summarizes the regional threshold and project VMT per capita. As shown in Table 2.A, the project VMT per capita is 14.9 which is 5.5 percent higher than the City's VMT per capita threshold.

Therefore, based on the TIA Guidelines, the project will have a significant VMT impact.

Detailed VMT calculation for the project is included in Appendix B.

2.3 VMT MITIGATION MEASURES
When a lead agency identifies a significant CEQA impact, the agency must identify feasible mitigation measures in order to avoid or substantially reduce that impact. VMT impacts can be mitigated through more behavioral changes. Enforcement of mitigation measures will be subject to the mitigation monitoring requirements under CEQA, as well as the regular police powers of the agency. These measures can also be incorporated as a part of plans, policies, regulations, or project designs.

As previously noted, the project is consistent with the City's General Plan. While preparation of the General Plan, an Environmental Impact Report was prepared, along with a statement of Overriding consideration, that discussed the potential environmental impacts and required mitigation measures to be implemented/followed by all future projects that are consistent with the General Plan. The project will be conditioned to implement and follow these measures. Therefore, though project will have a significant and unavoidable transportation impact under CEQA, no further mitigation measure would be required for the project.

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Tsansportatiom Impact Analysis De Young PftOPifiiiES Peach and Behymer Project October 2024 Clovis, California LSA

2.4 LIST OF CHAPTER 2.0 TABLES
• Table 2.A: Existing Regional and Project VMT per Capita P:\20231181 De Young Annex3tjon\Report\Oe Young Annexation Project TIA.docx (10/09/24) 2-3 937 AGENDA ITEM NO. 15.

Transportation Impact Analysis
OCTORER 2024
De Youns Properties Peach and Behtmer Project
Ciovis, California LSA
Table 2.A: Existing Regional and Project VMT per Capita Regional Threshold (Fresno County)^ Project Difference Percentage Difference

14.1 14.9 0.8 5.5%
Source: Fresno Council of Governments' Activity-Based Mode!. ' The Fresno County VMT per capita was obtained from the Transportation Impact Guidelines, City of Ciovis (September 15, 2022).

VMT = vehicle miles traveled
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Transportation Impact Analysis De Vounc Properties Peach and Behymer Project October 2024 Clovis, California LSA

3.0 LOCAL TRANSPORTATION ANALYSIS METHODOLOGY

3.1 LEVEL OF SERVICE DEFINITIONS
LOS can be characterized for the whole Intersection, each intersection approach, and by each lane group. Control delay alone Is used to characterize LOS for the entire Intersection. Control delay quantifies the increase in travel time due to the traffic signal control and is a surrogate measure of driver discomfort and fuel consumption.

A complete description of the meaning of LOS can be found in Transportation Research Board Special Report 209, Highway Capacity Manual (HCM). The HCM establishes LOS A through F for intersections. A description of LOS for signalized and unsignalized intersections is summarized in Table 3.A.

Table 3.B shows the LOS criteria for unsignalized and signalized intersections. For all study area intersections, the Highway Capacity Manual Z'' Edition (HCM 7) analysis methodologies were used to determine intersection LOS. Intersection LOS was calculated using the Synchro 12 software, which uses the HCM 7 methodologies.

3.2 LEVEL OF SERVICE PROCEDURES AND STANDARDS
Study intersections analyzed in this report are completely under the jurisdiction of the City of Clovis or lie at the borders of Clovis and Fresno. The City of Clovis considers LOS D as the LOS standard for study intersections under near-term conditions, unless a finding of overriding consideration was adopted in the City's General Plan EIR. The same criterion holds for cumulative conditions. The City's TIA Guidelines do not define an LOS standard under Existing Plus Project conditions. For the purpose of this analysis, an LOS standard of D has been considered for intersections under Existing Plus Project conditions. The City considers the following operational deficiency criteria for study intersections:
• Signalized Intersections
o If the project triggers a signalized intersection operating at an acceptable LOS to operate at an unacceptable LOS; OR
o If the project increases the average delay for a signalized intersection that is already operating at an unacceptable LOS.
• Unsignalized Intersections
o If the project triggers an unsignalized intersection operating at acceptable LOS to operate at unacceptable LOS (from E or better to F) and meet the signal warrants criteria; OR o If the project increases the applicable delay for an unsignalized study intersection that is already operating at unacceptable LOS and meets the signal warrant criteria.

Per the City of Fresno Traffic Impact Study Report Guidelines, updated February 2009, LOS D is considered the LOS standard for study intersections under near-term conditions. The same criterion P:\20231181 De Young Annexatlon\Report\De Young Annexation Project TIA.docx (10/09/24) 3-1 939 AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Behymer Project October 2024 Clovis. California LSA
hoids for long-term conditions. The City's TIA Guidelines do not define an LOS standard under Existing Plus Project conditions.

It should be noted that all City of Fresno study intersections are located within the City of Fresno Traffic Impact Zone (TIZ) III. Per the City of Fresno's General Plan, all intersections within TIZ III should maintain a peak-hour LOS standard of D or better. Therefore, an LOS standard of D has been considered for intersections shared with Fresno for all analysis conditions. The City of Fresno considers the following operational deficiency criteria for study Intersections:
• An operational deficiency is created if the addition of the project traffic results In any one of the following:
o
o
o
Causes the intersection LOS to change from acceptable to unacceptable levels; OR Causes the intersection LOS to change from an unacceptable LOS (LOS E) to LOS F; OR Increases the average delay at a study intersection that is already operating at an unacceptable LOS.

3.3 LIST OF CHAPTER 3.0 TABLES
• Table 3.A: Intersection Level of Service Definitions
• Table 3.B: Level of Service Criteria for Unsignalized and Signalized Intersections P:\20231181 Oe Young AnnexRtion\Report\Oe Young Annexation Project TIA.docx (10/09/24) 3-2 940 AGENDA ITEM NO. 15.

Transportation (mpact Analysis
October 2024
Oe Young Properties Peach and Behymer Project
Clcvis, California LSA
Table 3.A: Intersection Level of Service Definitions
LOS Description
A
Traffic operations with a control delay of 10 seconds per vehicle or less and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If LOS A is the result of favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping.

B
Traffic operations with control delay between 10 seconds per vehicle and 20 seconds per vehicle and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A.

C
Traffic operations with control delay between 20 and 35 seconds per vehicle and a volume-to-capacity ratio no greater than

1.0. This level Is typically assigned when progression Is favorable or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of the insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.

D
Traffic operations with control delay between 35 and 55 seconds per vehicle and a volume-to-capaclty ratio no greater than

1.0. This level is typically assigned when the volume-to-capacity ratio is high and either progression is Ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable.

E
Traffic operations with control delay between 55 and 80 seconds per vehicle and a volume-to-capacity ratio no greater than

1.0. This level is typically assigned when volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent.

F
Traffic operations with control delay exceeding 80 seconds per vehicle or a volume-to-capacity ratio greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length Is long. Most cycles fail to clear the queue.

Source: Highway Capacity Manual (7'" Edition).

Table 3.B: Level of Service Criteria for Unsignalized and Signalized Intersections
Level of Service Unsignalized Intersection
Average Delay per Vehicle (sec)
Signalized Intersection
Average Delay per Vehicle (sec)
A <10 < 10
B > 10 and < 15 > 10 and < 20
C > 15 and < 25 > 20 and < 35
D >25 and <35 > 35 and < 55
E > 35 and < 50 > 55 and < 80
F >50 >80
Source: Highway Capacity Manual (7*" Edition),
sec = seconds
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Transpohtatiom Impact Analysis De Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

4.0 CIRCUUTION NETWORK SETTING

4.1 EXISTING CIRCUUTION NETWORK
The project study area includes the following major roadways as ciassified based on the roadway classification provided in the Circulation Element of the City's General Plan. Figure 4-1 summarizes the classifications of major roadways within the study area. Following is a brief description of these roadways:
• Willow Avenue: Willow Avenue is designated as an Arterial in the City's General Plan. Between Behymer Avenue and Shepherd Avenue, Willow Avenue is a six-lane, divided Arterial with a raised median. There are bicycle lanes along both directions of this segment. However, there is no provision for on-street parking.
♦ Minnewawa Avenue: Within the study area, Minnewawa Avenue is designated as an Arterial between Behymer Avenue and Shepherd Avenue in the City's General Plan. Minnewawa Avenue is a two-iane, undivided road. There are bicycle lanes along both directions of this segment.

However, there is no provision for on-street parking.

Behymer Avenue: Within the study area, Behymer Avenue is designated as an Arterial between Willow Avenue and Minnewawa Avenue In the City's General Plan. Between Willow Avenue and Minnewawa Avenue, Behymer Avenue is a two-lane, undivided road. There are no bicycle facilities along both directions of this segment and no provision for on-street parking.

Shepherd Avenue: Within the study area. Shepherd Avenue is designated as an Arterial between Willow Avenue and Minnewawa Avenue in the City's General Plan. Shepherd Avenue Is a three-lane, divided road with a raised median. There are bicycle lanes along both directions of the segment. There is no provision for on-street parking along any of these segments.

Perrin Avenue: Within the study area, Perrin Avenue is designated as a Collector in the City's General Plan and Is a two-lane, undivided roadway with no bicycle lanes along both directions of these segments and there is no provision for on-street parking.

Figure 4-2 illustrates the existing plus project study intersection geometries and traffic control, and Figure 4-3 illustrates the cumulative plus project study intersection geometries and traffic control.

4.2 BICYCLES, PEDESTRIANS, AND TRANSIT

4.2.1 Bicycle Network
The vision of the City of Ciovis Acf/Ve Transportation Plan (ATP), September 2023, is a "city with a complete and connected network of trails, walkways, and bikeways that provides convenient and intuitive connections to key destinations and supports travel within and between neighborhoods.

The network improves quality of life by encouraging walking and bicycling for transportation and recreation." The ATP identifies different strategies to improve safety and accessibility for active P:\20231181 Oe Young Annexation\Report\Oe Young Annexation Project TIA.docx (10/09/24) 4-1 942 AGENDA ITEM NO. 15.

Transportation Impact Analysis Oe Young Properties Peach and Behtmer Project October 2024 Ciovis, California LSA
modes of transportation such as walking and biking. There are four different types of existing bicycle facilities in the City:
• Class I (Trails)
• Class II (Bicycle Lanes)
• Class II (Buffered Bicycle Lanes)
• Class III (Bicycle Routes)
One of the long-term visions of the City includes upgrading existing or recommended Class II Bicycle Lanes and Buffered Bicycle Lanes to Class IV Separated Bicycle Lanes.

Figures 4-4 illustrate the existing and proposed bicycle facilities within the City. At present, Class II bicycle lanes exist along Willow Avenue, Minnewawa Avenue and Shepherd Avenue within the study area. However, as shown in Figure 4-4, Class II bicycle facilities are proposed along Behymer Avenue and Peach Avenue roadways within the study.

4.2.2 Pedestrian Network
The City has an extensive pedestrian network, with sidewalks along most of the major roads.

However, since a portion of the study area falls within recently incorporated areas of the City, sidewalks are not present because they were previously developed as per unincorporated Fresno County design guidelines. Figure 4-5 illustrates the existing sidewalk facilities within Ciovis.

The City's ATP has identified improvements to the pedestrian network based on a citywide sidewalk network gap analysis. Additionally, several potential locations have been identified to install midblock crossings to improve trail connectivity throughout Ciovis. Figure 4-6 illustrates the existing and proposed trails and paseos in Ciovis. As shown on Figure 4-6, Ciovis Old Town Trail exists on the southbound direction of Willow Avenue within the study area. However, additional trails are being proposed in the study area such as along Shepherd Avenue and Minnewawa Avenue.

4.2.3 Transit Network
Fresno Area Express (FAX) Route 03 operates within the study area along Willow Avenue, 7 days a week. The route connects communities in Fresno to the different campuses of Ciovis Community College. In addition to fixed route services, Round Up is the Ciovis paratransit service for disabled City residents. Round Up transit vehicles are all accessible in accordance with the Americans with Disabilities Act (ADA) standards. Figure 4-7 illustrates the existing transit system within Ciovis.

4.3 LIST OF CHAPTER 4.0 FIGURES
Figure 4-1: City of Ciovis Roadway Classification
Figure 4-2: Existing Plus Project Study Intersection Geometries and Traffic Control Figure 4-3: Cumulative Plus Project Study Intersection Geometries and Traffic Control Figure 4-4: City of Ciovis Existing and Proposed Bikeways Figure 4-5: City of Ciovis Existing Pedestrian Infrastructure Figure 4-6: City of Ciovis Existing and Proposed Trails and Paseos Figure 4-7: City of Ciovis Transit System
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SOURCE: Clovis General Plan, August 2014
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
City of Clovis Roadway Classification
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BEHYMER AVBNUE

PERRIN AVENUE
LEGEND
I' I Project Location
^ Study Intersections
Project Driveway
Future Roadway

SHEPHERD AVENUE
r
t: I
bOU I^UU
d- •r ^111^
d
•V
H
T
4>
h h
Willow Avenue/Behymer Avenue I Willow Avenue/Perrin Avenue Peach Avenue/Behymer Avenue IMinnewawa Avenue Avenue/Behymer IMinnewawa Avenue Avenue/Perrin d-
^ I
IMinnewawa Avenue Avenue/Shepherd I Peach Avenue/Project Driveway 1 Project Driveway Z/Behymer Avenue^B Project Driveway 3/Sehymer I ■■ ■■Avenue B Project Driveway 4/6ehymer
Avenue
LSA
Legend
□ Signal "" Project Driveway
H Stop Sign -- Future Driveway
^ U-Turn Movement
FIGURE 4-2
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Existing Plus Project Study Intersection Geometries and Traffic Control P;\20231181 De Young Annexation\g30_Geo_Exist.xlsx\Figure (8/12/2024) 945 AGENDA ITEM NO. 15.

BEHYMER AVENUE

PERRIN AVENUE
LEGEND
I I Project Location
^ Study Intersections
—— Project Driveway
Future Roadway

SHEPHERD AVENUE
I
iCO KOO
dVlll'.
d
4^
H
4^ ^
h
4^
H
4^
I Wllow Avenue/Behymer Avenue mm Willow Avenue/Perrin Avenue I Peach Avenue/Behymer Avenue IMinnewawa Avenue Avenue/Behymer IMinnewawa Avenue Avenue/Perrin d- ■r ^ I ^
IMinnewawa Avenue Avenue/Shepherd Peach Avenue/Project Driveway 1 K1 Project Driveway 2/Behymer Avenuel ^ 1^
I
Project Orhreway 3/Behymer 1
Project Driveway d/Behyiner
Avenue
LSA FIGURE 4-3
Legend
a Signal ■" Project Driveway
HstopSign -- Future Driveway
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Cumulative Plus Project Study Intersection Geometries and Traffic Control P:\20231181 De Young Annexation\g30_Geo_Cumui.xlsx\Figure (8/12/2024) 946 AGENDA ITEM NO. 15.

CoapK Ave
^ + - *
1 f' I
Bmmtm
Tf»U ^^«rd'Av6
mgue Ave
Nm Ave t
AlluvUI Ave
Hemdon-Ave
Siefra Ave
Baretm Ave
Sha*t-Ave
Settviburg Ave
AehanAve Vfiswlsa?!®;
'nil frail Dikeia Ave
Existing and Proposed BIkeways
School Sites —
Sphere of Influence
Existing Parks ■'
Planned Parks
Existing Trails
Planned Trails ■'
Existing Paseos
Planned Paseos
Existing Bike Lane (Class II)
Proposed Bike Lane (Class II)
Proposed Buffered Bike Lane (Class II)
Existing Bike Route (Class III)
Proposed Bike Route (Class III)
Proposed Neighborhood
Greenway (Class III)
LSA FIGURE4-4
SOURCE: City of Clovis Active Transportation Plan, September 2023.

De Young Properties Peach and Behymer Project
Transportation Impact Analysis
City of Clovis Existing and Proposed BIkeways
P;\20231181 De Young Annexation\6IS\Report\fig4-3_Bii(eNetwork.ai (06/18/2024) 947
AGENDA ITEM NO. 15.

Copptr Ave
Behyim Av«
Shepherd Ave
TeagueAve
Meet Ave
ADuvlai Ave
Hemdon'Ave
S erra Ave
Bu ard Ave
Barstow Ave
ShavrAve
Gettysburg Ave
Ashlan Ave
DekatiAve
Pedestrian Infrastructure
School Sites
Sphere of Influence
Existing Parks
Planned Parks
Existing Sidewalks
.SA FIGURE4-5
SOURCE: City of Clovis Active Transportation Plan, September 2023.

De Young Properties Peach and Behymer Project
Transportation Impact Analysis
City of Clovis Existing Pedestrian Infrastructure
P:\20231181 De Young Annexation\GIS\Report\fig4-4_Ex_Sidewalks.ai (06/18/2024) 948
AGENDA ITEM NO. 15.

Copper Av«
BMvmcr Avc
ShephefdAve
Teigue Ave
NeeS'Ave t
AUifvia Arc
Hemden-Ave
S erra Ave
Bullard'Ave
Barstow Ave
ShawAve
Gettysburg Ave twVUttFn?
s(.
'IC^CutUnll L' AshanAve Boom Cmtl TnJ
B^/rroa Dakota Ave
Trails and Paseos
School Sites —
Sphere of Influence - -
Existing Parks —
Planned Parks
E)dsting Trails
Planned Trails
Existing Paseos
Planned Paseos
.SA FIGURE 4-6
SOURCE: City of Clovis Active Transportation Plan, September 2023.

De Young Properties Peach and Behymer Project
Transportation Impact Analysis
City of Clovis Existing and Proposed Trails and Paseos
P:\20231181 De Young Anne*ation\GIS\Report\fig4-S_TraHs_Clovls.ai (06/18/2024) 949
AGENDA ITEM NO. 15.
00 • 14.0 U/9/»14
ml 1
Sfnoticrd
MmdM
BMtM
MCetMbun

LSA LEGEND
FAX Routes
ClovisStagellne Route
I I City Bounflafy
SOURCE: Clovfs General Plan, August 2014
FIGURE4-7
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
City of Clovis Transit System
P:\20231181 De Young Annexation\GIS\Report\fig4-6_Transit_Clovi$.al (06/18/2024) 950
AGENDA ITEM NO. 15.

Transportation Impact Analysis Oe Young Properties Peach and Behymer Project October 2024 Ciovis, Cahrornia LSA

5.0 TRAFFIC VOLUMES FOR WITHOUT PROJECT SCENARIOS

5.1 EXISTING TRAFFIC VOLUMES
Traffic volumes for existing conditions were developed using existing count data collected by Counts Unlimited in May 2024 at study intersections, when schools were in session. Vehicle classification counts were collected at selected study area intersections. Truck percentages for every approach at these intersections were obtained from the vehicle classification counts. As for the remaining study intersections without classification counts, truck percentages for the various approaches were applied based on the truck percentages at the adjacent intersections. This truck percentages were applied in Synchro for intersection LOS analysis.

Figure 5-1 illustrates peak-hour traffic volumes at study intersections under existing conditions.

Detailed count sheets are included in Appendix C.

5.2 NEAR-TERM (2028) WITHOUT PROJECT TRAFFIC VOLUMES
Traffic volumes under the Near-term (2028) and Cumulative (2046) were developed using the Fresno Council of Governments' (COG's) Activity-Based Model (ABM) growth projections. The current base year for Fresno COG ABM is 2019, while the forecast year is 2046.

The forecast year model socioeconomic data were evaluated to check whether it includes information regarding the approved and pending projects in the region. Information concerning approved and pending projects within the vicinity of the study area were obtained from the City of Ciovis, City of Fresno, and County of Fresno, and were compared with the future year socioeconomic data for their respective TAZ. In case it was determined that the respective project was not included, the project information was manually added into the model for generating future year traffic volumes. As such, the updated model included all potential approved and pending projects as provided by the City of Ciovis and adjacent jurisdictions to be built by future year conditions. Figure 5-2 illustrates these approved and pending project locations. Table 5.A summarizes the proposed land uses and quantities for these projects.

Growth from the model base to the model future was applied to existing traffic volumes to develop Near-Term (2028) without project traffic volumes. The methodology used to develop cumulative traffic volumes at all study intersections is consistent with the National Cooperative Highway Research Program (NCHRP) and Fresno COG's procedures for post-processing of modeled traffic volumes. As such, Near-Term (2028) without project traffic volumes were developed by interpolating between Existing (2024) and Cumulative (2046) traffic volumes. Figure 5-3 illustrates the peak-hour traffic volumes at study intersections under near-term without project conditions.

It should be noted that volume development for this scenario have been conducted as an intermediate step for the development of traffic volumes for the Near-Term Plus Project Conditions.

As such, as recommended in the City's TIA Guidelines and approved during the scoping agreement process, this scenario has not been analyzed in the LTA.

P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 5-1 951
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

5.3 CUMULATIVE (2046) WITHOUT PROJECT TRAFFIC VOLUMES
As previously mentioned, traffic volumes for cumulative conditions \were developed using the Fresno COG ABM. The methodology used to develop cumulative traffic volumes at all study intersections is consistent with the National Cooperative Highway Research Program (NCHRP) and Fresno COG's procedures for post-processing of modeled traffic volumes. Figure 5-4 illustrates the peak-hour traffic volumes at study intersections under cumulative without project conditions.

Detailed volume development worksheets are included in Appendix D.

5.4 LIST OF CHAPTER 5.0 FIGURES AND TABLES
Figure 5-1: Existing Peak-Hour Traffic Volumes
Figure 5-2: Approved and Pending Project Locations
Figure 5-3: Near-Term (2028) without Project Peak-Hour Traffic Volumes Figure 5-4: Cumulative (2046) without Project Peak-Hour Traffic Volumes Table 5.A: Approved and Pending Projects
P:\20231181 De Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 5-2 952 AGENDA ITEM NO. 15.

BEHYMER AVENUE
] PERRIN AVENUE
LEGEND
I " I Project Location
^ Study Intersections
Project Driveway
---• Future Roadway

SHEPHERD AVENUE
—I I
iS Z
^ i
80/21 J
129/104 ^
182/121 1
■L 135/119
135/138
r 32/55
*-1 t r
o> ^
*- CO
cJ i
165/114 J
167/193 1
^ T
c- O
O c- t_ 1/0
cJ U <- 344 / 293
0/1 J
224/241 ^
^ s s
fO <S ccJ 1 u
t_ 253/179
^ 220 / 225
r 25/15
e
LO
CN
=>
CO
CO CO <N
«J i u
t- 2/2
r 4/9
4/2 J
155/192
67/43 1,
1 t
•- cn o
CD lO CO
CO OT CD O c-
■cr
8/0 J
3/2 71 0/3 J 383 309 /-
.1/112
iWillow Avenue/Behymer Avenue Willow Avenue/Perrin Avenue I Peach Avenue/Behymer Avenue I IMinnewawa Avenue Avenue/Behymer IMinnewawa Avenue Avenue/Perrin Oi
CO
1_ 137/88
s; <- 265 / 240
«J 1 u r 14/6
34/44 J 1 T
318/295 -» 01 CO 't
126/111 1 •— CO
o gJ
288 / 288
226/237
286/286
226 / 237
I
268 / 286
BMInnewawa Avenue Avenue/Shepherd Peach Avenue/Project Driveway |j|Avenue Project Driveway 2/Behymer ■^Project jjAvenue Driveway 3/Behymer Hj| ISA
226/237
Project Driveway 4/Behymer
Avenue
FIGURE 5-1

XXX / YYY
AM / PM Peak Hour Traffic Volumes De Young Properties Peach and Behymer Project Transportation impact Analysis
Existing Peak Hourlraffic Volumes
P:\20231181 De Young Annexation\z30_Vol_Exist_NP.xlsx\Figure (8/13/2024) 953 AGENDA ITEM NO. 15.

M
1 IS
%
,W
]-2i " I*
^ ... ■•; .-> aM
LSA
I
0 FEET
4(XK! SCCU
LEGEND
City of Clevis
9 City of Fresno
A County of Fresno
FIGURE 5-2
SOURCF; Google Fnrth 7071; FSftl Strcolmnp, 7071
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Approved and Pending Project Locations
P:\^Q231181 Dc Young Anncxatlon\6IS\ArcGI$ Pro\Cumui_Proj.aprx (8/13/7074} 954
AGENDA ITEM NO. 15.

BEHYMER AVENUE
o—^
PERRiN AVENUE
LEGEND
C=3 Project Location
^ Study Intersections
Project Driveway
— Future Roadway

SHEPHERD AVENUE
I
/0455 _t /024668 r/13388 L 180/154
^ 175/172
r 155/178 1/11278 _t 889 /067 r3/256 L 31/55
«- 95/115
r 104/145
•1 t r
op m
^
CNJ 0> <«-
^ O Oi
S
a>
r- CM
^
o CM
^ I U
t_ 2/7
- 469 / 365
r 13/19
CO -cr
CM (7) CM *-
CM eo ^ CO CO CO CM --
-J I
1_ 258/187
c- 278 / 279
r 25/15
81/21 J
154/145 -
221/180 T- 1/14479 -J 7/26789 - 9/0237 1
201 /200 J
70/124
191 /244 1
0/1 J
248 / 351 -
27/41 1 /1334 J 3/039-' 1/025 5/3 J
177/252 -
91/83 "l 1/00116 J 1725/35 - 1/139
eo CO
CO —w L 2/2 s i CM ^ 75/96
.J I u r 8/15
34/38 J ^ t r
69/98 CO O 00
00 (A ^
67/91 S ho
•o*
I Willow Avenue/Behvmer Avenue Willow Avenue/Pemn Avenue I Peach Avenue/Behymer Avenue IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin K S S
^
2 s s
^ i u
103/189 J
401 / 387 -H.
265/259 1
-L 209 / 205
^ 339/319
r 43/31
♦1 t r»
CO y- Kn
IMInnewawa Avenue Avenue/Shepherd
&|
!n|
i;--
1^
I 1Peach Avenue/Project Driveway
326 / 336
259/288
(Project Avenue Driveway 2/Behymer
326 / 336
259 / 288
I Avenue Project Driveway 3/Behymer
326/336
1 259/288
Project Driveway 4/Behymer
Avenue
LSA FIGURE 5-3

XXX / YYY
AM / PM Peak Hour Traffic Volumes De Young Properties Peach and Behymer Project Transportation Impact Analysis
Near-Term (2028) without Project Peak Hour Traffic Volumes P:\20231181 De Young Annexation\z30_Vol_NearTerm_NP.xlsx\Figure (8/13/2024) 955 AGENDA ITEM NO. 15.

BEHYMER AVENUE

PERRIN AVENUE
- - O
I•j

SHEPHERD AVENUE
600 1200
LEGEND
□ Project Location
^ Study Intersections
Project Driveway
Future Roadway
N (O
CO CO
r- T- ^
l/> o> ^
J 1 U
t_ 330 / 254
- 289/252
r 547/526
o ^ o ^ CNJ
o>
5 £i iS
.J i u
1_ 76/107
181/197
^197 / 246 1/11 47/57 06/13 r
■L 7/36
- 961 / 620
r 39/48 01/23 L
4/45013 /022256 r
t 279/223
512/463
r 63/35 /011411 L /256799 - /34 r
t 4/5
144/177
r 22/23
84 / 22 J
222 / 254 -
267/237 ^ 1/12359 J 748 89 /- 256 "I/067 278/449 _r
119/233 -
209 / 333 1
♦-1 t
o
CO cvj CO pg
i i i
0/1 J
309 / 772 -
60/83 1
•-t t r
Art ^ ^
<7) irt
<S Ce Art <0 m CO
12/14 J
222 / 472 -
153/161 1, 717 229 /J 317 /268- 3546/
85/129 J
129/179 -
121/149 1 /16916 J /0259136 -
118/8
Willow Avenue/flehymerAvenueB|willowAvenuejPerTin Avenue Peach AvenuefBehymer Avenue Mlnnewawa Avenue'Behymer IMInnewawa Avenue Avenue/Perrin to Ts $ S;
01 ^ I U
150/322 J
564 / 511 -»
508/441 1
L 322/329
- 503 / 383
r 106/48
^ t
IMInnewawa Avenue Avenue/Shepherd
Z\
'ir—
IE
1'
I Peach Avenue/Project Driveway
390/414
310/375
I Avenue Project Driveway 2/Behymer
390 / 414
310/375
[Project Avenue Driveway 3/Behynier
390/414
1 310/375
Project Driveway 4/6ehymer
Avenue
ISA FIGURE 5-4

XXXX / YYYY
AM/PM Peak HourTraffic Volumes De Young Properties Peach and Behymer Project Transportation Impact Analysis
Cumulative (2046) without Project Peak Hour Traffic Volumes P;\20231181 De Young Annexation\z30_Vol_Cumul_NP.xlsx\Figure (8/13/2024) 956 AGENDA ITEM NO. 15.

LSA
Projects and Pending Approved • 5.A Table
JurtsdIcUon 10 Units/Am/Other Project Description Prefect Addms/lecatlon Namo/Refcrenca Project Avenue Willow 19SBN iPR 2021-09 Ci«vi5 Crtv 0^ Cl 24.287 rSF Expansion Commercial 2021-02 MfOA Ciws Crtv of C3 MFDU 255 Urvts Dwellvig Multi-family Ave Ave/Sheph«rd Willow of see TM634S Oovii of CifV C3 lOSFOU Development Family Single Ave Ave/Ness rimmy of NEC Ave Ave/Hemdon Peach of NWC TM6262 Clovis of City C4 18SSFDU Development Family Single NWC 6125 TM Oovij of Otv cs 25SFOU Development Pamily Single Ave Ave/Stuart Peach of C6
4SFDU Development Family Single Ave Ave/Sierra Villa of NWC 2022-002 PM Clovis CItv of SPR 2015-002 Clovii City of C7 37.68 TSF Office/Warehouse Ave alifax H of West and e Av Spruce of North Ave Ave/Nees Clovis of Nsvc Church CofTununity Well rh« Oovit CjTv of C2 80TSF Ejipanpors Church Ave ARo Ave/Palo Pairfajr of NEC 2006-016A2 SPA Oovis City of Cd TSE 4.488 Office/Warehouse Creek Park 520 SPR 2021-014 ClOViS Citv of ClO Xy 9,897 Warehouse 19TSF Office/Warehouse r 0 k Cree Ave/Parfc Pcilaskv EC of N SPR 2022-OOS CIcvil Citv of CU SPR 2022-002 Clovis City of C12 TSF 14.218 rehouse fke/Wa Of Or k Cree Ave/Park EC of Po ilasky N ClovJs City of C13
l3,64mF Office/Warehouse Or Creek Pdlasky Ave/Park NECof Averiue Polldsky 603 & 623 15-03} fCiP North Center C«v>c Co/rimon Urylmark Ciovis Ciry of C14 Street Ave/3rd Clevis of NEC of TSf 67 approximately of consHling development Mixed-use uses office and community
T$F 30 Center; Trartsrt T5F 8.766 Cemer; Actiyity Senior 30 TSF Ubrary.

Clovis North PUn Soeoerc Crove Heritage Oovis Crtv of CJ5 Hotel. RM 150 Commercml/OfTice; TSF 50 Retail; TSF 275 Plan SpecifK TM Ctovis Crtv of C16 SFOU 255 Unrts Dwelitng Single-Family Ave herd Ave/Sheo Clovis NECof 6329) 632S:TM 6050 (TM NECof TM6345 Clovis City of C17 S90$FDU Units Dwelling Single-Family Ave herd Ave/Shep Clovis On 6200(TM6452;TM6292;TM6344;TM6342;TM6406} TM Oovks CttYOf CIB SFOU 576 Units Dwelling Singie-Family Ave and Sunnyside Ave Clovis between Ave. Shepherd Ave Ave/Sunnvside Shepherd of NEC Nonh Sheoherd • 6205 TM Ocvis CfTYOf C19 SFOU 605 Units Dwelling Single-Family 6263 TM Oovts of City C20
you 74 Units Owtli'ng Single-famiN Avenue Purdue near league Avenue Side of South Ave Riordan Uovis Ave and of SWC 6268 TM Covis City of C2l you 10 Units Oweliir^ Single'Family TM62B4 Clovis City of C22 74SFDU Units Owefllng •family Single Purdue Ave r^ear Avenue league side of South NWC 6154 TM Clovii City of C23 5PDU 95 Units Oweliing Single-Family Avon Teague Avcand Powler of Ave Trer)tcn 1991 TMS550 Ciovis Crty of C2A SFDU 31 Units OwelNng Single-family IS The Palms Oovii Crtv of C2S
MFDU 12 UnrlS Dwelling Multi-Family Ave Avc/AIIirvial Sunnyside of NEC C26
tutioo nsti r lionai Educa Ave Ave/Hemdon Powler of SEC Campus Powlef'Hende^son Drstrset School Uriified Clem Clovis City of Offcc; Future TSF Staff; 90 SO Students; 62 Emplovcss; 170 Building. Admin
Ave Ave/Herndon Armstrong NWCof 2003-017A2 SPR Clovis City of C2? ly 7.02 Office Medical 201^16 SPR Clovis City of C28 Ave Ave/Herndcn Armstrong of NEC building. no only, parkir^ be will phase Current • Site VA combed. is parking after l>vr start will Building
TSF 211
you 8 Units OweUing Single-Famify Ave and Ness Ave Temperance of West 6367 TM Clovis City of a9 /Warehouse Office Ave Ave/AHuvial Temperance of NWC SPR 2023-010 OtyofOovis ao Onkne students; 30 62emoloyeeiar>d build<rtg- Admm
district School scudants; and 140 staff SO • bullOlr^g education s(. k. 90 office
Ave Herndon 27SS SPR90-088A12 Clovis City of C31
Expansion Hospital Medical
468.844 TSF ReUii; TSF 220.000 Hotel; 150 Occupied Beds living 100 Occupied Bed Asusied MOB; TSF 354,392 Hospital; SPR 20184320 Oovis Crty of C32 ISO Beds Lrvir\g Assisted Ave Ave/Coventry Herndon of SEC 20D7-02SA2 SPR Oovis CrTy of C33
Ty 3.373 Offtce/Wa rehouse Ave and Coventry Ave Temperance of East Raoch 6i38-VIita TM Covis City of CJ4
Units OweBing Multi-Family and Units Chvelling Single>Famlhy Ave Ave/Shepherd nee pera m EC of Te N Mini TV 421 Commeroal; TSF 137 SFOU; 200 MFDU. 3149
Park. Public Acres 3 Storage:
6301 TM Oovis City of C35 SFDU 55 Units Dwelling Single-Family Ave Ave/Powers Temperance of SEC SFDU 71 Units Dwelling Smgle'Famtly Ave Ave/Powers ranee pe Tern of SEC 6209 TM Oovis City of 06 Ave Ave/Powers Temperance of SEC 6109 TM Clovis City of 07 SFOU 101 Units Dwelling Single-Family Avenue locan East of Ave and Moody of South 6339 TM Cloves C<TV of OS you 37 Units DwelihNi 5irude>Famiiv ||/l|/309«} AfiPMAtlOAVGlSVCuii^atM^T^KU.Hanuia.MtttifjitiiSCeneMc* Vouf*« D* P;\2n$liai 957
AGENDA ITEM NO. 15.

LSA
Table 5.A - Approved and Pending Projects
10 Jurtsdktton Project Neme/fUference AddressAocaiion Project Description Project Untti/Area/Oth«r C39 Cttv of Oovis TM e?39 East of Locan Avenue arsd South of Shepfserd Ave. SingleFamkhv Owellmg Units 162 SFDU C40 CiTyof Govi& 7M6277 NEC of locan Ave/Teague Ave Slngle•Faml^ Dwelling Units 6DU W City of Covis TM 6332 NCC of Locan AveAeague Ave Single'Famliy Dwelling Units 39 DU C44 Ctty of CJovts TM 6369 N E C of Locan Ave Aeague Ave Sfngle'Familv DweBirtg Units 41 OU C4S City of O^is Home Piece Mestes Plan NEC of Leonard Ave/Ashlan Ave Slrtgle^arrily DweHir^g units, MLdU-famUy Dwelilr>g Uruts & Commertial Development 1174 SFDU; 132 MF.

Fi Oty ol Frosfto Mc&onald Homes Plan 11479 N Willow Ave Slngle-Familv Dwelling Units in the Copper River Ranch Specific Plar^ 22 SFDU
F2 Otyof Frosno New^ngle Family Resldersce 2442 Copper Ridge Slrtgle-Famlly Dwelling Units in the Copper River Ranch Soecific Plan ISFDU
F3 Oty of Fresno Clas^ow Project Custom 2'Stofv 1121S Glasgow Dr Single-Family Dwelling Units m the Copper River Ranch Specific Plan ISFDU
F4 Cj!v of Ff«no LennarTowr^l>omes Plan 1003 ZBUETeaberrv Or S<r\gle-Familv Dweilirrg Unit ISfDU F5 C;tv of Frosflo NewSmgie FamHv Residence lOSl Tumberry Ave Singie'FamiKr Dwelling Units 2 SFDU F7 Gtv of Ffesno Shell Building The Row Pad 1 2696 Shepherd Ave Comercial •Shell Buildkig (AJi Ocojoanciet} 4013TSF F8 City of Fresno Shell Buildine 'The Row • Pad 0 26B4 i Shepherd Ave Comercial • Shell Building (All OccuparKles) 4.46 TSF F9 City of Fresno Shell Building • Park Crossing * Shops C B472FrcantRd Comercial - Shell Building (All OccuparKies) 1.684 TSF FIO City of Fresno Change of Occupancy Banyan Tree fletail 207 Sierra Ave Comercial • Reslaurar\ts. Cafes, etc. a TSF Fll Oty of Fresno Shew/Fresno Commercial 41? Shaw Ave Comercial • Shell Building (All Oecuparxiesl 2.24 TSF fl2 City ol Fresno M PR Ava Icrt Com plen 7S21 Chestnut Ave Multi-Family Dwelld^ Units 60Mf0U fll City of Fresno Comm Misc. 2777 Nccs Ave Cross Oty Church •8 Ev Chargers & Site Lighting 200061) (lA City cl Fresno New Residential Buildings 2606 Alluvial Ave Multi-family Dwelling Units 28 MFOU F15 City of Fresno MFR Building 7346 Willow Ave Multi-Family Dwelling Units 176MF0U F16 City of Fresno Communitv/Office Building 735S Willow Ave Industrial - Storage 8.362 TSF T1 County of Fresno Friant Ranch Specrhc Plart Specifc Plan S mdes rsorth of City of Fresno Smfte-famty and muRi family residential units. commeroaJ viBage center. ar>d recreation center.

2.270 Housing (SS» age reslrKted). 180 MFDU |non>ag«
restricted). 16.1 acre Recteaiion and Fitness CompIeK and Community lodge; 2S0 TSF commercial and retail space: SO DJ housing at the Village Center; 6 acre Depot Commercial.

T2 County of Fresno CUP 3667 • Pete LoCastro Cf^EX West of Friani Road Quarry Srte 349 acres Quarry site; 122 acres Plant Site; interplant haul of 22S trucMoads per day (or 4S0 truck trips per day}; 110 n County of Fresno CUP 3666 -PetetoCascroCMEX NWC of Fhant Rd/Birkhead Ave Plant Site Ejiistir^g Employcet.

T4 County of Fresno VA415S SWC of Old Friant Rd/Birkhead Ave SJngte-FamiJy Dweliir^ Urrt ISfDU T5 County of Fresno VA39$9 NEC of Old Fnant Rd/Fnanc Road Srr^le-FamJy INreiUr^g Unit LSFDU T6 County of Fresno VA4012 NWC of Auberry Road/Garonrw Rd Single-Family Dwelling Unrts 3^DU T7 County of Fresno DftA47IJ 12329 N Armstrong Ave Smgle-Familv Dwelliruc Unit ISFDU T8 County of Fresno 0RA466e 92S4 N Fowicr Ave Sfngle family Dwelling Units 2yDU T9 County of Fresno ORA473S S366 6 Shepherd Ave Sinele-Famllv Dwelling Unit ISFDU Notn:

SfPtf ■ Uwtt. *. • MiA-f IMH. T * Th«uMfid Squv* f«*C iM «lU«nn.

P:\2a2lim OvTcW^ IWwWtWVSSNComUWi P»^>cO_Hx<^_M»a«.gwNCu«i H*'* (IAVSU«) 958
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Vouns Properties Peach and Behymer Project October 2024 Ciovis, California LSA

6.0 PROJECT TRAFFIC

6.1 PROJECT TRIP GENERATION
The trip generation for the proposed project was developed using rates from the HE Trip Generation Manual (11th Edition) for Land Use 210 - "Single-Family Detached Housing - Setting/Location General Urban/Suburban." Table 6.A summarizes the project trip generation. As shown in Table 6.A, the project is anticipated to generate 186 trips in the a.m. peak hour, 250 trips in the p.m. peak hour, and 2,508 daily trips.

6.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The project trip distribution was developed using select zone model runs obtained from the Fresno COG ABM. Appendix A includes the select zone model plots for the proposed project. This was further refined to reflect existing and future circulation network in the vicinity of the proposed project.

Currently, within the project vicinity, Peach Avenue, north of Shepherd Avenue, and Perrin Avenue east of Willow Avenue, are yet to be constructed. As such, it is estimated that this segment of Peach Avenue (between southern end of the project and Shepherd Avenue) along with Perrin Avenue east of Willow Avenue (between Willow Avenue and Peach Avenue) would be constructed along with other major developments within the area as part of the Heritage Grove Specific Plan Project envelop. However, since there is no determined timeline for these circulation improvements, two separate project trip distribution patterns were developed for the project, one for existing and nearterm scenario, which reflects the existing circulation network in the project vicinity, and another for cumulative long-term scenario, which accounts for completion of Peach Avenue, Ciovis Avenue and Perrin Avenue, among other circulation network improvements.

Additionally, as previously mentioned, upon completion of the adjacent residential projects south of the project limit, project trips may utilize the expanded circulation network to travel south and access Peach Avenue, Perrin Avenue or Minnewawa Avenue. However, as a conservative estimate since these developments are yet to be developed and the circulation network is not finalized, it was estimated that all project trips will be utilizing the four project driveways. This would provide a more conservative estimate in determination of operational efficiencies at the project driveways.

Figure 6-1 illustrates the existing and near-term project trip distribution. Figure 6-2 illustrates the cumulative scenario project trip distribution. The project trip assignment at the study area intersections is the product of the project trip generation and the corresponding trip distribution percentages. Figure 6-3 illustrates the existing and near-term conditions project trip assignment at the study area intersections. Figure 6-4 illustrates the cumulative conditions project trip assignment at the study area intersections.

P;\20231181 De Young Annex3tion\Report\De Young Annexation Project TIA.docx (10/09/24) g-J 959 AGENDA ITEM NO. 15.

Transportation Impact Analysis Oe Young Properties Peach and Behtmer Project October 2024 Ctovis, California LSA

6.3 LIST OF CHAPTER 6.0 FIGURES AND TABLES
Figure 6-1: Existing and Near-Term Project Trip Distribution Figure 6-2: Cumulative Project Trip Distribution
Figure 6-3: Existing and Near-Term Project Trip Assignment Figure 6-4: Cumulative Project Trip Assignment
Table 6.A: Project Trip Generation
P:\202311B1 Oe Young Annexatlon\Report\De Young Annexation Project TIA.docx (10/09/24) g-2 960 AGENDA ITEM NO. 15.

BEHYMER AVENUE
o—p I • 9—<p—9 I I
0--
LEGEND
1=1 Project Location
^ Study Intersections
---• Project Driveway
Future Roadway

SHEPHERD AVENUE
a8
m
t- (5%)
- (3%)
U r (42%)
3% ^ r
SS
CM
ae ^
c. §
I
14% _r
I IMIlow Avenue/Behymer Avenue Willow Avenue/Perrin Avenue - (15%)
r 5%
45% -
5% 1
52-
CO
cJ 5%
(15%) 13 n
(3%) J
sS
(5%) -
(42%) 1
Peach Avenue/Behymer Avenue IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin ss
•I U L 22%
T
sS
o
5%(15%)
IMInnewawa Avenue Avenue/Shepherd I Peach Avenue/Project Driveway 35%
10%
[Project Avenue Driveway 2/Behymer
- 5%(15%)
r 45%
15%(15%) -jr* 20%
I Avenue Project Driveway 3/Behymer
50%(15%)
1 (35%) 15% -ll^
Project Driveway 4/Behymer
Avenue
ISA FIGURE 6-1
XX% (YY%)
Inbound (Outbound) Trip Distribution
Project Driveway
Future Roadway
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Existing and Near-Term Project Trip Distribution
P:\20231181 De Young Annexation\z30_Dist_Exist_NT.xlsx\F[gure (8/10/2024) 961 AGENDA ITEM NO. 15.

BEHYMER AVENUE
I—Q 0 (p—1>

PERRIN AVENUE
LEGEND
I I Project Location
^ Study Intersections
Project Driveway
Future Roadway

SHEPHERD AVENUE
I
38 m L (5%)
U - (3%)
3% -
- (14%)
14%
^ (2%)
r 5%(3%)
7% r*
1% £ «
IWillow Avenue/Behwner Avenue KB Willow Avcnue/Pemn Avenue I
I Peach Avenue/Behymer Avenue I
38 .J - 27%
(5%) 53 '1
(3%) J
38 (27%) ^
eg
(20%) 1
CM
i
t
<S
IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin IMInnewawa Avenue Avenue/Shepherd
i. i|tL (6%)
1^ ^ CO o> I "
I 1Peach Avenue/Project Driveway
9%
1%
5%(5%i
II
I Avenue Project Driveway 2/Behymer
^ 5%(5%)
r 45%
4% lljI Avenue Project Driveway 3/Behymer
50%(5%)
1 (35%) "'r* 5% ll?
Project Driveway 4/Behymer
Avenue
ISA FIGURE 6-2
XX% (YY%)
inbound (Outbound) Trip Distribution
Project Driveway
Future Roadway
De Young Properties Peach and Behymer Project
Transportation impact Analysis
Cumulative Project Trip Distribution
P:\202B1181 De Young Annexation\z30_Dlst_Cumul.xisx\Figure (8/10/2024) 962 AGENDA ITEM NO. 15.

PERRIN AVENUE
LEGEND
[m Project Location
^ Study Intersections
Project Driveway
Future Roadway
BEHYMER AVENUE tn■0—?—P

SHEPHERD AVENUE
0 600 1200
CO t_ 7/5
CM - 4/3
u r 58/39
1/5 -
iS
o
CM
T- CO
.J 1
7/22 J
^21/14
f 2/8
22/71 ^
2/8 1
/4338 J
iWillow Avenue/Behvmer Avenue Willow Avenue/Perrin Avenue I
Peach Avenue/Behymer Avenue I
in
- 2/8
21/14 23
4/3 J
7/5 -
58/39 1
2/066 J
IMInnewawa Avenue Avenue/Behymer
s
eo
in
;
t
ce
o
<N
IMInnewawa Avenue Avenue/Perrln
o> O
CO O
; u t. 11/35
t
en
o
IMInnewawa Avenue Avenue/Shepherd
Upi,48^33_ _
I 1Peach Avenue/Project Driveway
23/22
17/55
5/16 "ils:
1^
I
I Avenue Project Driveway 2/Behymer
23/22
f 2217:
28/38
10/ 31 1,152
(Project Avenue Driveway 3/Behymer
45/93
M
48/33 7/24 lls
li
I
Project Driveway 4/Behymer
Avenue
LSA FIGURE 6-3
XX/YY
AM / PM Peak Hour Trips
——. Project Driveway
Future Roadway
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Existing and Near-Term Project Trip Assignment
P:\20231181 De Young Annexatlon\z30_Asgn_Exist_NT.xlsx\Figure (8/10/2024) 963 AGENDA ITEM NO. 15.

BEHYMER AVENUE

PERRIN AVENUE
LEGEND
i I Project Location
^ Study Intersections
Project Driveway
Future Roadway

SHEPHERD AVENUE
_ _J
CO
L 7/5
U ^ 4/3
1/5 -
19/13
7/22 -
- 3/2
r 6/11
3/11 -I r»
0/2 1
to m
CO »-
►J - 13/42
7/5 tj
4/3 J n
37/25 - o
28/19 1
[willow Avenue/Behymer Avenue ^9 Willow Avenue/Perrin Avenue I Peach Avenue/Behymer Avenue I IMinnewawa Avenue Avenue/Behymer O)
1 T
o
IMinnewawa Avenue Avenue/Perrln
IMinnewawa Avenue Avenue/Shepherd
1 u
■t 8/6
t r* "
I 1Peach Avenue/Project Driveway
9/13
4/14
0/2
(Project Avenue Driveway 2/Behymer
9/13
f- 22/71
23/22 -'r
2/6 1,12
I Avenue Project Driveway 3/Behymer
31/84
JH
48/33
2/8
Project Driveway 4/Behymer
Avenue
ISA
XX/YY
AM / PM Peak HourTrtps
— Project Driveway
Roadway
FIGURE 6-4
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Cumulative Project Trip Assignment
P;\20231181 De Young Annexation\z30_Asgn_Cumul.xl5x\Figure (8/10/2024) 964 AGENDA ITEM NO. 15.

LSA
Table 6.A - Project Trip Generation
Land Use Units
A.M. Peak Hour P.M. Peak Hour Daily In Out Total In Out Total Single-Family Detached Housing 266 DU
Trips/Unit^ 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 48 138 186 157 93 250 2,508
Notes:

DU = Dwelling Units
^ Rates based on Land Use 210 - "Single-Family Detached Housing" from the Institute of Transportation Engineers (ITE)Tr/p Generation Manual, ll"* Edition, Setting/Location - "General Urban/Suburban."
P:\20231181 De Young Annexation\TripGen.xlsx\Trip Gen (8/5/2024) 965 AGENDA ITEM NO. 15.

Transportation Impact Anaiysis De Young Properties Peach and Behymer Project October 2024 Clovis. Caiieornia LSA

7.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS
Existing, near-term, and cumulative plus project traffic volumes were developed by adding project traffic to the traffic for the corresponding without project scenarios. Figures 7-1, 7-2 and 7-3 illustrate "plus project" peak-hour traffic volumes at study intersections under existing, near-term, and cumulative conditions, respectively.

Detailed volume development worksheets are included in Appendix D.

7.1 LIST OF CHAPTER 7.0 FIGURES
• Figure 7-1: Existing Plus Project Peak-Hour Traffic Volumes • Figure 7-2: Near-Term (2028) Plus Project Peak-Hour Traffic Volumes • Figure 7-3: Cumulative (2046) Plus Project Peak-Hour Traffic Volumes PA20231181 De Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 7-1 966 AGENDA ITEM NO. 15.

BEHYMER AVENUE

PERRIN AVENUE
LEGEND
1'^ I Project Location
^ Study Intersections
Project Driveway
- - - Future Roadway

SHEPHERD AVENUE
IPACEH AEENUV !-
1 1 :
o L 1/0 L 253/179
o »- 365/307 o l>-^ OJ •- ^ 222/233
J U r 2/8 ^ i U r 25/15
0/1 J
246/ 312 -
2/8 T. 4/338 J
21/14 t)
8/5 J
162/197 -
125/82 1. 8/1257 J 259 204 /- 1/039
o
<p o ^ o
!S S S
.J 1 L.
■L 142/124
«- 139/141
r 90/94
o S>
-e- (O
CO h-
»- (Ti
J i
80/21 J130/109 -
182/121 1.
t r
Ol o
^ CO
^
CO CO •-
O O) IT) ^ CO
172/136 J
167/193 1
"n t
IWillowAvenue/Behymer Avenue ^9 Willow Avenue/Perrin Avenue S
S o
to <n CM
4J 1 u
t 2/2
r 4/9
8/0 J t r
3/2 1 2 S 2
-rI Peach Avenue/Behymer Avenue I IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin SfM
^ i u
34 / 44 J
318/295 -
128/111 1
-L 148/123
265 / 240
r 14/6
■*-1 T r
S S S
IMInnewawa Avenue Avenue/Shepherd
-I
I 1Peach Avenue/Project Driveway
311/310
243 / 292
5/16 ils
I
(Project Avenue Driveway 2/Behymer
311/310
r 22/71
254 / 275 10/31 lls
I Avenue Project Driveway 3/Behymer
333/381
11 274/270 7/24 llfS
Project Driveway 4/Behymer
Avenue
ISA

XXX / YYY
AM / PM Peak Hour Traffic Volumes
FIGURE 7-1
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Existing Plus Project Peak Hour Traffic Volumes
P:\20231181 De Young Annexation\z30_Vol_Exist_WP.xlsx\Figure (8/10/2024) 967 AGENDA ITEM NO. 15.

BEHYMER AVENUE
I—^ <P—0
zn:

PERRIN AVENUE
LEGEND
i I Project Location
0 Study Intersections
Project Driveway
Future Roadway

SHEPHERD AVENUE
^1L600 IJOO
o ^ ? ^
ir> o e u> «o S
.J I U
L 187/159
- 179/175
r 213/217
81/21 J *1 r r
155/150 -
•» <p ®
221/180 1
CM
*- *-
^ eo •—
S S c3
.J i U
208/222 J
70/124 ^
191/244 1
-L 31/55
95/115
r 104/145
♦n r
9 0> CNJ
<*> «o
CM O »-
0>
o>
CO
CM L 2/7
-- ^
O CM - 490/379
^ 1 u r 15/27
0/1 J- •-I t r*
270/422 CD 91 O
29/49 1 91 O ID
r«. CO
IWillow Avenue/Behvmer Avenue Willow Avenue/Pemn Avenue I
Peach Avenue/Behymer Avenue
f~- r-j T-
^ i u
21/14
9/6 J
184 / 257 -»
149/122 1,
t_ 258 /187
- 280 / 287
r 25/15
♦-I t r'
«>
^ cn
. <y> ^ Ift ^
? ' ^ S S (N
.J 4 U
34 / 38 J
69/98 -
67/91 1
1_ 2/2
75/96
r 8/15
t r*
CO <0 CD
IMInnewawa Avenue Avenue/Behymer
91ID
CO O
? CD CM
t_ 220/240
- 339/319
«J 1 u r 43/31
103/189 J '1 t r
401 / 387 -
020 128 / 3/13468 /3526 265/259 1.

IMInnewawa Avenue Avenue/Shepherd
IMInnewawa Avenue Avenue/Perrin
5> CO I
1^13
I
I 1Peach Avenue/Project Driveway
349 / 358
276/343 5/16 lIs
(Project Avenue Driveway 2/Behymer
349 / 358
r 22/71
287/326 10/31 lIsii
I
I Avenue Project Driveway 3/Behymer
371 /429
1 307/321 -Jr^ 7/24 lls
Project Driveway 4/Behymer
Avenue
ISA FIGURE 7-2

XXXX / YYYY
AM / PM Peak Hour Traffic Volumes De Young Properties Peach and Behymer Project Transportation Impact Analysis
Near-Term (2028) Plus Project Peak Hour Traffic Volumes P:\20231181 De Young Annexation\z30_Vol_NearTerm_WP.xlsx\Flgure (8/10/2024) 968 AGENDA ITEM NO. 15.
pemwuv^OE^

BEHYMER AVENUE
<P Q
LEGEND
I'- I Project Location
^ Study Intersections
-— Project Driveway
Future Roadway

SHEPHERD AVENUE
I
irt irt
eg to CM
•V ~-
M o
if> 5 *-
.J ; L.

L 337/259
- 293/255
r 547/526 449 01 /L
012/2859 12/045 r
t_ 76 /107
^ 200/210
£^197/246
84 / 22 J223/259
267 / 237 1. 19/1235 J 748 /889 256 067 1/
278/449 J
126/255 ^
209/333 1
•1 t r
CO n o It. 5
eg CO cN
i ^ i
^ s ^
m o
i~. to
V <->
►J i U
0/1 J
312/783 -
60/85 1
■L 7/36
- 964/622
r 45 / 59
^ t r
y- O)
lO 0^ OJ
♦J I U
7/5 ^3
16/17 J
259/497 -»
181/180 1
t_ 279/223
»- 525 / 505
r 63/35
*-1 t
I Willow Avenue/Behymer Avenue BM Willow Avenue/Perrin Avenue Peach Avenue/Behymer Avenue IMInnewawa Avenue Avenue/Behymer <o
^ (D
i i ' cn <n
.J i u
85/129 J
129/179
121/149 1
t_ 4/5
^ 144/177
r 22 m
*1 T r
S g 52
— eo
to
IMInnewawa Avenue Avenue/Perrin
122 023 /_t 499 26 /-c r179/992 t_ 322/329
- 503/383
r 106/48
150/322 J I t r
564/511 -
S s s
508 / 441 1
s 7:

IMInnewawa Avenue Avenue/Shepherd
r. I
s/e
i Uj£.54^3^, t r'
399/427
I Peach 1 Avenue/Project Driveway
314/389 0/2 1-1?
I Avenue Project Driveway 2/Behymer
^ 399 / 427
r 22/71
333/397 2/6 ll?
I Avenue Project Driveway 3/Behymer
421 /498
1 358/408
2/8 115
Project Driveway 4/Behymer
Avenue
ISA FIGURE 7-3

XXXX/YYYY
AM / PM Peak Hour Traffic Volumes De Young Properties Peach and Behymer Project Transportation Impact Analysis
Cumulative (2046) Plus Project Peak Hour Traffic Volumes P:\20231181 De Young Annexation\z30_Vol_Cumul_WP.xlsx\Figure (8/10/2024) 969 AGENDA ITEM NO. 15.

Transportation Impact Analysis Oe Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

8.0 INTERSECTION LEVELS OF SERVICE

8.1 EXISTING LEVELS OF SERVICE
An intersection LOS analysis was conducted for existing conditions using the methodologies previously discussed. Existing signal timing sheets were obtained from the City for all signalized analysis intersections. The signal timing sheets are included in Appendix C. It should be noted that the existing signal timings were utilized to analyze traffic operations under near-term and cumulative (2046) scenarios as a conservative approach. Table 8.A summarizes the results of this analysis and shows that the following intersection operates at an unsatisfactory LOS under existing conditions:
• Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours) All other study intersections operate at a satisfactory LOS under existing conditions.

8.2 EXISTING PLUS PROJECT LEVELS OF SERVICE
Previously referenced Figure 4-2 illustrates existing plus project study area intersection geometries and traffic control. Analysis of the existing plus project scenario is provided to identify direct project-related operational deficiency if the project were to be built and in operation today. This scenario eliminates the effects of ambient growth and other approved/pending projects and deals specifically with operational deficiencies only due to the project traffic.

An intersection LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 8.A summarizes the results of this analysis and shows that the following intersection is forecasted to operate at an unsatisfactory LOS under existing plus project conditions:
• Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours) All other study intersections are forecasted to operate at a satisfactory LOS under existing plus project conditions.

It should be noted that this intersection is currently operating at a deficient LOS under existing conditions. As such, the project will be adding to the existing deficiencies at this intersection.

8.3 NEAR-TERM (2028) PLUS PROJECT LEVELS OF SERVICE
An intersection LOS analysis was conducted for near-term plus project conditions using the methodologies previously discussed. Table 8.B summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under near-term plus project conditions:
• Peach Avenue/Behymer Avenue (p.m. peak hour only)
• Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours) P:\20231161 De Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) g_2_ 970 AGENDA ITEM NO. 15.

Tsanspohtation Impact Anaivsis Oe Young Properties Peach and Behymer Project October 2024 Clovis, Caiifornia LSA
• Minnewawa Avenue/Perrin Avenue (a.m. and p.m. peak hours) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under near-term plus project conditions.

8.4 CUMULATIVE (2046) WITHOUT PROJECT LEVELS OF SERVICE An intersection LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 8.C summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under cumulative without project conditions:
• Willow Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Willow Avenue/Perrin Avenue (p.m. peak hour only)
• Peach Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Minnewawa Avenue/ Behymer Avenue (a.m. peak hour only) • Minnewawa Avenue/Perrin Avenue (a.m. and p.m. peak hours) • Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours) All other study intersections are forecasted to operate at a satisfactory LOS under cumulative (2046) without project conditions.

8.5 CUMULATIVE (2046) PLUS PROJECT LEVELS OF SERVICE
An intersection LOS analysis was conducted for cumulative plus project conditions using the methodologies previously discussed. Table 8.C summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under cumulative plus project conditions:
• Willow Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Willow Avenue/Perrin Avenue (p.m. peak hour only)
• Peach Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Minnewawa Avenue/ Behymer Avenue (a.m. peak hour only) • Minnewawa Avenue/Perrin Avenue (a.m. and p.m. peak hours) • Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under cumulative plus project conditions.

It should be noted that all these 6 intersections are forecast to operate at a deficient LOS under cumulative (2046) without project conditions. As such, the project will be adding to the forecasted deficiencies at these intersections.

Detailed intersection LOS worksheets are included in Appendix E.

P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 8-2 971 AGENDA ITEM NO. 15.

TflANSPORTATION IMPACT ANALYSIS DE YOUNG PROPERTIES PEACH AND BeHYMER PROJECT I ^ A October 2024 Ciovis, California L

8.6 LIST OF CHAPTER 8.0 TABLES
• Table 8.A: Existing Intersection Levels of Service
• Table 8.B: Near-Term (2028) Intersection Levels of Service • Table 8.C: Cumulative (2046) Intersection Levels of Service P:\20231181 De Young Annex8tion\Report\Oe Young Annexation Project TIA.doa (10/09/24) 8-3 972 AGENDA ITEM NO. 15.

LSA
Table 8^ - Existing intersection Levels of Service
Without Project Plus Project
A.M. Peak Hour P.M Peak Hour A.M. Peak Hour P.M. Peak Hour LOS Delay Delay Delay Delay
Intersection JurHdlctlon Standard Control (sec.) lOS (sec.) lOS Control (sec.) ICS Isec.) lOS 1 . Willow Avenue/Behvmer Avenue Clovls/Frcsno D Signal 24.3 c 25.0 c Signal 25.7 c 25.8 c 2 . Willow Avenue/Perrir Avenue Clovis/Fresno D Signal 12.1 8 12.9 8 Signal 12.3 8 13.1 8 3 . Poach Avenue/Behvmer Avenue Clovis D OWSC 15.2 c 9.9 A TWSC 18.7 c 16.0 c 4 . MInncwowa Avenue/Behymer Avenue Clovis D AWSC S9.S F 56.1 F AWSC 89.2 F 91.1 F 5 . Minnewawa Avenue/Perrin Avenue Clovis D TWSC 14.4 8 13.6 8 TWSC IS.8 c 15.3 C 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 21.2 C 20.0 B Signal 21.9 c 20.S c 7 . Peach Avenue/Project Driveway 1 Clovis D Future tntenectian Future Inlertectlon OWSC No Conflicting Movements No Conflicting MovementJ 8 . Project Driveway 2/Behymer Avenue Clovis D Future (nrersect/on Future Intersection TWSC 9.8 A 10.1 8 9 . Project Driveway 3/Behymer Avenue Clovis D future rnfersectron Future Intersection TWSC 10.0 A 10.1 B 10 . Project Driveway A/Behymer Avenue Clovis D future Infersecf/on Future (niersecfion TWSC 10.2 8 10.1 8 AWSC« A^l-Wiy Stoe Control; 0W5C ■ One-W9y Stop Control; TVl^C • Twd-W«v Stop Control; 10$ ■ level of Servke CkUr • Aver Aft contref deUv in tocends (For OWSC/TV/SC intcrsocUont. reported deUy h for worU^OM mevemont). * Exceeds LOS Stindard
P:\202J118i D« Yeuni Anr>«s8tiert\LOS.vl»<\2024 Exist {8/13/28241 973
AGENDA ITEM NO. 15.

LSA
Table 8.B - Near-Term (2028) Intersection Levels of Service Plus Project
A.M. Peak Hour P.M. Peak Hour
LOS Delay Delay
Intersection Jurisdiction Standard Control (sec.) LOS (sec.) LOS 1 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 32.6 C 33.4 C 2 . Willow Avenue/Perrin Avenue Clovis/Fresno D Signal 25.2 C 34.3 C 3 . Peach Avenue/Behymer Avenue Clovis D TWSC 30.8 D 42.9 E *

4. Minnewawa Avenue/Behymer Avenue Clovis D AWSC 170,6 F • >200 F 5 , Minnewawa Avenue/PerrIn Avenue Clovis D TWSC 198.4 F >200 F * 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 48.3 D 52.6 D

7. Peach Avenue/Project Driveway 1 Clovis D OWSC 8.9 A 8.9 A 8 . Project Driveway 2/Behymer Avenue Clovis 0 TWSC 10.0 A 10.5 8 9 . Project Driveway 3/Behymer Avenue Clovis 0 TWSC 10.2 B 10.5 B 10 . Project Driveway 4/Behymer Avenue Clovis 0 TWSC 10.5 B 10.5 B AWSC= All-Way Stop Control; OWSC = One-Way Stop Control; TWSC = Two-Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC Intersections, reported delay is for worst-case movement).

Exceeds LOS Standard
P;\202311810e Young Annexatlon\LOS.xls*\2028 NT (8/13/2024) 974
AGENDA ITEM NO. 15.

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Table 8.C - Cumulative (2046) Intersection Levels of Service Without Pro ect Plus Project
A.M. Peak Hour P.M Peak Hour A.M. Peak Hour P.M. Peak Hour LOS Delay Delay Delay Delay
Inierseetlon Jurisdiction Standard Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 1 Wtllow Avenue/Behvmer Avenue Clovis/fresno D Siena! 137 3 F 160.1 F Siena! 139.2 F 1S8.6 F 2 Willow Avenue/Perrin Avenue Clovis/Presno D Siena! 34.4 C S7.5 E Siena! 35.3 0 S7.9 E * 3 Peach Avenue/Behvmer Avenue Ctovis 0 OWSC >200 F >200 F TWSC >200 F >200 F 4 MInnewawa Avenue/Behvmer Avenue Clovis 0 AWSC >200 F >200 F AWSC >200 F • >200 F 5 Mlnnewawa Avenue/Perrln Avenue Clovis 0 TWSC >200 F • >200 F • TWSC >200 F >200 f • 6 MInnewawa Avenue/Sheoherd Avenue Clovis 0 Siena! 175.8 F >200 F Siena! 183.7 F >200 F • 7 Peach Avenue/Proiect Drivewav 1 Clovis 0 future (nfersecfior? Future Intersection OWSC 10.6 B 11.7 B B . Project Orlvewav2/Behymer Avenue Clovis 0 future Intersection Future Intersection TWSC 10.3 B 10.9 B 9 Proiect Drivewav 3/Behvmer Avenue Clovis D future Intersection Future Intersection TWSC lO.S B 11.0 6 10 Proiect Drivewav 4/Behvmer Avenue Clovis 0 Future Intersection Future Intersection TWSC 10.7 B 11.1 8 AW$C« All.Way Stop Control; OWSC • Ono>Wav &top Control; TW&C • Two-Woy Control; lOS ■ Level ot Servke Delay • Averaie control delay in seconds (^or OW^C/TWSC intersections, reported delay is 'or worst-case movement}. * Ctceeds LOS Standard
P:U02}118I Oe Youni Annexatkon\lOSjLlu\204$ Cumui 110/9/2024} 975
AGENDA ITEM NO. 15.

Transportation Impact Analysis Oe Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

9.0 SIGNAL WARRANT ANALYSIS
As recommended during the scoping agreement process, a signal warrant analysis was conducted at study Intersections where Installing a signal could be an appropriate and potential operational improvement measure. A Peak Hour Warrant (Warrant 3) was conducted for such locations. Peak hour approach volumes for the study intersections were examined to determine whether signallzation is warranted per the criteria defined in the latest version California supplement of the Manual on Uniform Traffic Control Devices (CA-MUTCD). Following is a brief summary of signal warrant analysis:

9.1 PEACH AVENUE/BEHYMER AVENUE
Figures 9-1 and Figure 9-2 illustrate the Warrant 3 (Peak Hour) for this intersection under near-term and cumulative year conditions, respectively. As shown in these figures, this intersection does not meet the signal warrant under near-term conditions. However, it does meet the signal warrant under cumulative conditions. As such, a signal is warranted at this location.

9.2 MINNEWAWA AVENUE/BEHYMER AVENUE
Figures 9-3, Figure 9-4, and Figure 9-5 illustrate the Warrant 3 (Peak Hour) for this intersection under existing, near-term and cumulative conditions, respectively. As shown in these figures, this intersection does meet the signal warrant under existing, near-term and cumulative conditions. As such, a signal is warranted at this location.

9.3 MINNEWAWA AVENUE/PERRIN AVENUE
Figures 9-6 and Figure 9-7 illustrate the Warrant 3 (Peak Hour) for this intersection under near-term and cumulative year conditions, respectively. As shown in these figures, this intersection does meet the signal warrant under near-term and cumulative year conditions. As such, a signal is warranted at this location.

9.4 LIST OF CHAPTER 9.0 FIGURES
• Figure 9-1: Warrant 3: Peak Hour - Peach Avenue/Behymer Avenue - Near-Term Conditions • Figure 9-2: Warrant 3: Peak Hour - Peach Avenue/Behymer Avenue - Cumulative Conditions • Figure 9-3: Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Existing Conditions • Figure 9-4: Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Near-Term Conditions
• Figure 9-5: Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Cumulative Conditions
• Figure 9-6: Warrant 3: Peak Hour - Minnewawa Avenue/Perrin Avenue - Near-Term Conditions • Figure 9-7: Warrant 3: Peak Hour - Minnewawa Avenue/Perrin Avenue - Cumulative Conditions P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 976 AGENDA ITEM NO. 15.
t < s °
O
z S
WARRANT 3, PEAK HOUR
700
600
500
400
300
200
100
0 ~ i ^ I ^ I r
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
7 1. ♦ (885.1 ^ 1806.124)
(759. 761 z
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH
^ 150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

ISA
0 No Project AM Peak Hour ^jwith Project AM Peak Hour
H No Project PM Peak Hour Qwilh Projea PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-3 FIGURE 9-1
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Warrant 3: Peak Hour - Peach Avenue/Behymer Avenue - Near-Term Conditions P;\20231181 De Young Annexation\Warrant\01_int3_NT.xls* (8/10/2024) 977
AGENDA ITEM NO. 15.
uj O
SF )— Qis
1 3
o
>
X
WARRANT 3, PEAK HOUR
700
600
500
400
300
200
100
0 /
\ 1 I ^ ^ ^ I
2 OR MORE LANES (Major) & 2 OR MORE UNES (Minor)
/
1 LANE (Major) & 1 LANE (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
z
(1586.234)
(1560, 223) —
(1368, 162)
(1376, 153)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH
^ 150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approachinf with one lane.

LSA
0 No Project AM Peak Hour ^jwith Project AM Peak Hour
0 No Project PM Peak Hour ^jwith Project PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-3 FIGURE 9-2
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Vl/arrant 3: Peak Hour - Peach Avenue/Behymer Avenue-Cumulative Conditions P:\20231181 De Young Annexation\WarranC\02_lnt3,Cumui.xisx (8/10/2024) 978
AGENDA ITEM NO. 15.

WARRANT 3; PEAK HOUR
- < S o
« ? I— ^
OS ^
0 ^ z 2
1 3
o
>
700
600
500
400
300
200
100
0 /
/ 2 ORMORE LANES ( Major) & 2 OR MORE LANES (Minor)
/
724, 38S)
♦ (72S,416) OR MOR
RILANE
E LANES {
(Major)
Major) &
L20RM
1LANE(

ORE ULN
Wnor)
S (Minor •
j56, 357)
Fa (816, 386) -
/
0 /
:
1LA^ : (Major &1LAN ;(Minor)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH
^ 150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

ISA
I >[ No Project AM Peak Hour ^jwith Project AM Peak Hour B No Project PM Peak Hour |^With Project PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-3 FIGURE 9-3
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Warrant 3: Peak Hour - MInnewawa Avenue/Behymer Avenue-Existing Conditions P:\20231181 De Young Annei(ation\Warrant\03Jnt4_Exlst.xlsx (8/10/2024) 979
AGENDA ITEM NO. 15.

LU O
a
WARRANT 3; PEAK HOUR
700
600
500
400
300
200
100
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
871,561) mi (892, 563)
908,481 ■ ▼ (979,489)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET
TOTAL OF BOTH APPROACHES • VPH
* 150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

LSA
0 No Project AM Peak Hour j^With Project AM Peak Hour
H No Project PM Peak Hour [^Wilh Project PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FISURE 4C-3 FIGURE 9-4
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue - Near-Term Conditions P;\20231181 De Young Annexation\W3rram\04_lnt4_NT.xls* (8/10/2024) 980
AGENDA ITEM NO. 15.

WARRANT 3, PEAK HOUR
700
600
A-»(1357, 867}
• -(1346, 854)
• - ;iS03, 763) ■—(1467,7211
2 Oft MORE LANES (Major) & 2 OR MORE LANES (Minor)
ui Q
cc 9^
is
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET
TOTAL OF 80TH APPROACHES • VPN
* 150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

ISA
0 No Project AM Peak Hour Qwith Project AM Peak Hour
0 No Project PM Peak Hour Qwith Project PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-3 FIGURE 9-5
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Warrant 3: Peak Hour - Minnewawa Avenue/Behymer Avenue-Cumulative Conditions P:\20231181 De Young Annexation\Warrant\0S.int4_Cumui.xl5x (8/10/2024) 981
AGENDA ITEM NO. 15.
h- fr
UJ o
ee 9=
700
600
500
400
300
200
100
0 WARRANT 3, PEAK HOUR
7 1 1 I I I I r
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 UNE (Major) & 2 OR MORE LANES (Minor)
I
(1082, 227)
024.1701
1 LANE (Major) & 1 LANE (Minor)
(1187. Ill)
(11^170)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH
* 150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

LSA
I>1 No Project AM Peak Hour Qwith Project AM Peak Hour
H No Project PM Peak Hour ^jwith Project PM Peak Hour
SOURCE; MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-3 FIGURE 9-6
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Warrant 3: Peak Hour - Minnewawa Avenue/Perrin Avenue - Near-Term Conditions P;\20231181 De Voung Annexation\WarTant\06JntS_NT.xlsx (8/10/2024) 982
AGENDA ITEM NO. 15.

So« ce
WARRANT 3, PEAK HOUR
700
600
500
400
300
200
100
0 n I i I I i [
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
/
1 LANE (Major) & 1 LANE (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
(1742,33S)
♦ -.[2010,457)
I-. (1960,457)
0 4 (1780,335)
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH
150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

ISA
0 No Project AM Peak Hour Qwith Project AM Peak Hour
H No Project PM Peak Hour Qwith Project PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-3 FIGURE 9-7
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Warrant 3: Peak Hour - MInnewawa Avenue/Perrin Avenue - Cumulative Conditions P:\2023H81 De Young Anne*atlon\Warrant\07_lnt5_Cumul.itl5x (8/10/2024) 983
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Behymer Project October 2024 Clovis, California LSA

10.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES

10.1 RECOMMENDED IMPROVEMENTS
Improvements have been recommended at study intersections where an operational deficiency has been identified based on the results of the LOS analysis. Table 10.A summarizes the recommended improvements for study intersections for all analysis scenarios. Tables lO.B, lO.C, and lO.D summarize the post-improvement intersection LOS under existing, near-term, and cumulative conditions, respectively. Detailed LOS worksheets are included in Appendix E. Figures 10-1,10-2, and 10-3 illustrate the with recommended improvements Intersection geometries and traffic control under existing, near-term, and cumulative conditions, respectively.

It should be noted that peak-hour signal warrant analyses have been conducted for the Intersections where a signal has been proposed. As such, a signal was only recommended as an improvement if it meets the peak-hour signal warrant.

10.2 FUNDING SOURCES AND MECHANISMS
Where there is a funding mechanism (fee program) for the recommended improvements, payment into the fee program would be considered sufficient project obligation to alleviate project-related operational deficiencies. At study locations where the addition of project traffic creates an operational deficiency (existing plus project conditions) and there is no funding mechanism in place, the project will be responsible for the implementation of the improvement. At locations where the project adds to or creates a forecast deficiency and there is no funding mechanism in place, the project is responsible for its fair-share payment.

10.2.1 City of Clovis Development Impact Fee Program and Operations Several recommended improvements are part of City of Clovis operations or Clovis Development Impact Fee (DIF) Program. As such, improvements that proposes optimizing the signal timings or modifications of existing signal operations only would be implemented by City of Clovis operations.

Additionally, improvements that are included in the City's DIF program, the project will be paying into this fee program for these improvements. The City currently have three mechanisms within its DIF program which will be responsible for these improvements. Following is a summary of these three mechanisms within the City's DIF program:
• Traffic Signal Fee: The Traffic Signal fee pays for the construction and financing of those certain planned traffic signals at the intersection of Major Streets and the interconnecting fiber optic system.
• Outside Travel Lane Fee: The Outside Travel Lane fee pays for the construction and financing of those certain planned travel lanes of a Major Street that are located between the frontage improvements and the Center Travel Lanes.
• Center Travel Lane Fee: The Center Travel Lane fee pays for the construction and financing of those certain planned travel lanes of a Major Street that are located within the median area. The fee also includes the adjacent travel lane on roads with 4 lanes or less, or the 2 adjacent lanes on 6-lane roads.

P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 10-1 984 AGENDA ITEM NO. 15.

Transportation Impact Analysis De Younc Properties Peach and Behymer Project October 2024 Ciovis, California LSA

10.2.2 Fresno County Regional Transportation Mitigation Fee Program The Fresno County Regional Transportation Mitigation Fee (RTMF) was created to fulfill one of the terms of the Measure 'C Extension ballot measure, which was approved by Fresno County voters in 2005. The RTMF became effective on January 1, 2010. The RTMF is "intended to ensure that future development contributes to its fair share towards the cost of infrastructure to mitigate the cumulative, indirect regional transportation impacts of new growth in a manner consistent with the provisions of the State of California Mitigation Fee Act". The fees help fund improvements needed to maintain the target level of service in the face of higher traffic volumes brought on by new developments. As such, any new development within Fresno County, including developments within the City are required to pay the RTMF fee based on the adopted fee structure. The project will also be paying the RTMF fee which will help fund improvements and maintenance of the regional roadway network, specifically Improvements under Caltrans jurisdiction. However, within the study area none of the intersections are under Caltrans jurisdiction.

10.2.3 Project Fair Share
In the absence of a fee program where the project has an impact on the roadway network, the project will pay its respective fair share for the proposed improvements. The project's fair share has been calculated based on project traffic as a percentage of total growth of existing traffic plus project volumes. However, none of the improvements require a fair share payment. Table 10.E summarizes the recommended improvement for the deficient intersections and the corresponding funding mechanism (Clovis Operations and Development Impact Fee).

10.3 LIST OF CHAPTER 10.0 FIGURES AND TABLES
• Figure 10-1: Existing Plus Project with Improvements Study Intersection Geometries and Traffic Control
• Figure 10-2: Near-Term (2028) Plus Project with Improvements Study Intersection Geometries and Traffic Control
• Figure 10-3: Cumulative (2046) Plus Project with Improvements Study Intersection Geometries and Traffic Control
• Table 10.A: Recommended Improvements for Intersections • Table 10.B: Existing Plus Project with Recommended Improvements Intersection Levels of Service
• Table 10.C: Near-Term (2028) Plus Project with Recommended Improvements Intersection Levels of Service
• Table 10.D: Cumulative (2046) Plus Project with Improvements with Recommended Improvements Intersection Levels of Service
• Table 10.E: Intersection Improvement Funding Mechanism P:\20231181 De Young Annexation\Report\Oe Young Annexation Project TIA.docx (10/09/24) 10-2 985 AGENDA ITEM NO. 15.

BEHYMER AVENUE
"U.

PERRIN AVENUE
LEGEND
Project Location
^ Study Intersections
Project Driveway
— Future Roadway

SHEPHERD AVENUE
I
^llj^
o- a
Wtt
"¥• r* 1
4^
4 " 4^
I4
I Willow Avenue/Behymer Avenue Ba Willow Avenue/Perfin Avenue Peach Avenue/Behymer Avenue IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin uH
I
I ^
I
IMInnewawa Avenue Avenue/Shepherd
I ^ I ^
I Peach Avenue/Project Driveway 1 Project Driveway 2/Behymer Avenuel [Project Avenue Driveway 3/Behymer Project Driveway A/Behymer Avenue
LSA FIGURE 10-1
Legend U-Turn Movement
DSignal -- Project Driveway Q install Traffic Signal De Young Properties Peach and Behymer Project H Stop Sign "" Future Driveway Recommended Improvements Transportation Impact Analysis Existing Plus Project with Improvements Study Intersection Geometries and Traffic Control P:\20231181 De Young Annexation\g30_Geo_Exist_MIT.xlsx\Figure (8/13/2024) 986 AGENDA ITEM NO. 15.

BEHYMER AVENUE
■t--

PERRIN AVENUE
LEGEND
I 1 Project Location
^ Study Intersections
— Project Driveway
Future Roadway

SHEPHERD AVENUE
I
600 1200
^lllW
QT"
^iiiw ■r
O
E
r
b
-II Willow Avenue/Behymer Avenue Km Willow Avenue/Perrin Avenue Peach Avenue/Behymer Avenue IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/PerrIn Qt.

I ^ I ^ I
IMInnewawa Avenue Avenue/Shepherd I Peach Avenue/Project Driveway 1 Project Driveway 2/Behymer Avenuel I Avenue Project Driveway 3/Behymer 1 Project Driveway 4/Behymer
Avenue
LSA FIGURE 10-2
Legend Q Optimize Signal Timing
a Signal "" Project Driveway D InstallTraffic Signal De Young Properties Peach and Behymer Project H Stop Sign "" Future Driveway Recommended improvements Transportation Impact Analysis Near -Term (2028) Plus Project with Improvements Study Intersection Geometries and Traffic Control P:\20231181 De Young Annexation\g30_Geo_NT_MIT.xlsx\Figure (8/13/2024) 987 AGENDA ITEM NO. 15.

BEHYMER AVENUE
1 PEHRIN AVENUE
T"
LEGEND
I I Project Location
^ Study Intersections
---■ Project Driveway
Future Roadway

SHEPHERD AVENUE
I
0 Vlll^
"V
•r
^ j4»
I
I Willow Avenue/Behymer Avenue
_r
-V
Willow Avenue/Perrin Avenue Peach Avenue/Behymer Avenue IMInnewawa Avenue Avenue/Behymer IMInnevrawa Avenue Avenue/Perrin IMInnewawa Avenue Avenue/Shepherd Peach Avenue/Project Driveway 1 Kl Project Driveway 2/Behymer Avenuel I Project Driveway 3/Behyiner I Avenue
Project Driveway A/Behymer
Avenue
FIGURE 10-3 ISA
Legend Q Optimize Signal Timing
□ Signal -- Project Driveway □ install Traffic Signal
H Stop Sign "" Future Driveway Recommended Improvements Cumulative (2046) Plus Project with Improvements Study Intersection Geometries and Traffic Control P:\20231181 De Young Annexation\g30_Geo_Cumul_MIT.xlsx\F[gure (10/9/2024) De Young Properties Peach and Behymer Project
Transportation Impact Analysis
988
AGENDA ITEM NO. 15.

LSA
Table lO.A • Recommended Improvements for Intersections Intenectkm
JuriMJictfon
existing
Plus Project Improvements
Near-Term (2023)
Plus Project Improvements
Cumulative (2046]
Plus Project Improvements

1. Willow Avenue/dehymer Av«nuB Covif/Fresno Add WBL. WBR. NBA overlap. Optimlre signal timings.

2. Willow Avenuo/Perrin Av«nue Clovh/FreftAO Optmize siKnaftiminfis.

3. Peach Av«nu«/B«hymer Avenue Oovis/Fresno Convert to four-way stop controlled. Install a signal.

4. Minnew)wl Avenue/Behymer Avenue OovK/PfftUW Install a signal. Install a signal wtth U/% protected phasing. Add N9L S8L. Install a signal with N/$ protected phasing. Add NBL continuous NBA. SBU EBLiBR. W8L WSR.

5. Mln newswa Avenue/Perrin Avenue Oovis/Fresno Install a signal with N/S protected phasing. Add NSU S6L Install a signal with protected phasir>g. Add N6l, NBTA. SBL. SBTR. £BL. WBL
6 , Minnewawa Avenue/Shepherd Avenue Cfovis/Fresno RestHpe NBA to NBTR. Add NBL SBT.WBT. Add CBA and WBR overlap phasing. Optimlie the signal timing.

NB • it • ionfibow^ tB • EMCbound. WB > W«cOeu>4
I • Mt. T • TIM«^ ft • Bum
B:\2023 UB2 Dt Youitf Ann«MtlOfi\l«rprtfv«m««iU.a.to\inl LOS ft 989
AGENDA ITEM NO. 15.

LSA
Table lO.B • Existing Plus Project with Recommended Improvements Intersection Levels of Service Intersection Jurisdiction
LOS
Standard
Plus Project Without Improvements Plus Project With Improvements Control
A.M. Peek Hour P.M. Peak Hour
Control
A.M. Peak Hour P.M. Peak Hour
Delay
(sec.) LOS
Delay
(sec.) LOS
Delay
(sec.) LOS
Delay
(sec.) LOS
A . MlrnewaweAvenue/Behymer Avenue Clovis D AWSC 89.2 F • 91.1 F Signal 9.2 A 9.2 A OWSC " On«*W«v Control; TWSC - Two*W*y SIPP Control; 105 = of Sofvicp Oelay • Avera|e control delay In seconds (For OWSCA^iVSC Irtierseciioru, reported delay H for worst •case ffiovementj. * Exceeds LOS Siandard
P:V202S1181 De Yovnt AnnexjHon\LOSalsx\2024 Utst MR (8/U/2024J 990
AGENDA ITEM NO. 15.

LSA
Table lO.C • Near-Term (2028) Plus Project with Recommended improvements Intersection Levels of Service Intersection Jurisdiction
LOS
Standard
Pius Project Without improvements Pius Project With improvements Control
A.M. Peak Hour P.M. Peak Hour
Control
A.M. Peak Hour P.M. Peak Hour
Delay
(sec.) LOS
Delay
(sec.) LOS
Delay
(sec.) ICS
Delay
(sec.) LOS
3 . Peach Avenue/Behymer Avenue Clovis D TWSC 30.8 D 42.9 E • AWSC 17.0 C 17.3 C 4 . Mirnewawa Avenue/Behymer Avenue Clovis D AWSC 170.6 F • >200 F Signal 20.4 C 23.2 C 5 . Minncwawa Avenue/Perhn Avenue Clovis D TWSC 198.4 F >200 F Signal 12.5 B 13.3 B OWSC ■ Oneway S<OP CdritrcH; TW$C • Two* Way Stop Control; LOS • L«v«l of S«ivfce 0«Uv ' Avora^e control delay in seconds (^or OWSC/fWSC mlenecdons. reported delay H for worrt-case movement). * Sxceeds LOS Standard
r:\2IU3tUlDeToun(Anneutloii\lOSJilu\202SNTMtt II/U/Z024) 991
AGENDA ITEM NO. 15.

LSA
Table 10.D - Cumulative (2046) Plus Project with Recommended improvements Intersection Levels of Service Plus Prolect Without Imorevements Plus Prolect With Imorovements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS Delay Delay Delay Delay
Intersection Jurisdiction Standard Control (sec.) lOS (sec.) LOS Control (sec.) LOS (sec.) LOS 1 . Willow Avenue/Behvmer Avenue Clovls/Fresno D Siena! 139.2 f 158.6 F Signal 42.5 D 47.9 0 2 . Willow Avenue/Perrln Avenue CiDvis/Fresno 0 Signal 35.3 a 57.9 E Signal 35.3 0 52.6 0 3 - Peach Avenue/Behvmer Avenue Clovis D TWSC >200 F • >200 F • Signal 9.7 A 9.8 A

4. Minnewawa Avenue/Behvmer Avenue Clovis 0 AWSC >200 F >200 F Signal 21.4 C 44.6 D 5 . Minnewawa Avenue/Perrln Avenue Clovis D TWSC >20C F >200 F • Signal 23.8 c 22.0 C

6. Minnewawa Avenue/Sheoherd Avenue Clovis D Signal 183.7 F >200 F * Signal 44.0 D 52.5 D OWSC B 0ne-w»v Slop Control; tWSC • Twe Wty Slop Control; LOS «l«vel Service D«l4v ■ Aver4|« control d«l*y In (CCOivli (For OWSC/TWSC lnt»rsecTWrts, repert«d (kl*v It fof movement).

Esctods 105 StdnMrO
P:\20231U1 De Younc AAA«a0OftUOSjitBK\2O46 Oimul Ml (IQ/9/2024) 992
AGENDA ITEM NO. 15.

LSA
Table lO.E - Intersection Improvement Funding Mechanism Intersection Jurisdiction
Recommended
Improvements
Funding
Mechanism
Improvements
Covered by Oovis
Oeveiopment Improvement Fee Program/Operations
1 . Willow Avenue/Behymer Avenue Clov is/Fresno Add WBL, WBR, NBR overlap. Optimlie signal timings. OovlsOIF Add WBL. WBR. NBR overlap. Optimize signal timings.

2. Willow Avenue/Perrln Avenue Clov is/Fresno Add EBL. Optimite signal timings. OovlsOIF Add EBL Optimize signal timings. 3 Peach Avenue/Behymer Avenue ClovTs/Frcsno Install a signal. ClovisOIF Install a signal. 4 Minnewawa Avenue/Behymer Avenue Clovis/Fresno Install a signal with N/S protected phasing .Add NBL. continuous NBR. SBl. EBL.EBR. WBL, WSR.

Clovis OIF Install a signal with N/S protected phasing. Add NBL. continuous NBR. SBL EBL.EBR. WBL WBR.
5 Minnewawa Avenue/Perrln Avenue Clov Is/Fresno Install a signal with protected phasing. Add NBL. NBTR, SBL, SBTR. EBL, WBL.

OovlsOIF Install a signal with protected phasing. Add NBL. NBTR. SBL SBTR. EBL, WBL.
6 Miiinewawa Avenue/Sheoherd Avenue Clovis/Fresno Resiripe NBR to N8TR. Add NBL. SBT.WBT. Add EBR and WBR overlap phasing. Optimize the signal timing.

Clovis Operations Restripe NBR to NBTR. Add NBL. SBT.WBT. Add EBR and WBR overlap phasing. Optimize the signal liming.

NB » Nonhbound. SB • Soothbeund. (8 • Entbound. WB < WettbotMd L s itK T » Threufh. R • Risht
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AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Behvmer Project October 2024 Ciovis, California LSA

11.0 INTERSECTION QUEUING ANALYSIS
Tables ll.A, 11.B, and 11.C list the available turn-pocket storage lengths and summarize the 95'^ percentile back-of-queue lengths at the study intersections under existing, near-term {2028), and cumulative (2046) conditions. The queues for the signalized intersections have been reported from Synchro, while unsignalized intersections, the SimTraffic queues have been reported since Synchro does not appropriately report queues at unsignalized intersections.

Tables ll.D, ll.E, and 11.F lists the 95^^ percentile back-of-queue lengths at the study intersections for plus project and plus project with improvements conditions, under existing, near-term (2028), and cumulative (2046) scenarios. It also includes the recommended turn-pocket storage lengths at these intersections. The recommended turn pocket storage lengths have been calculated based on recommended lane geometry with improvements and availability of adequate right-of-way.

Detailed queuing worksheets are included in Appendix F.

11.1 LIST OF CHAPTER 11.0 TABLES
• Table ll.A: Existing Queuing Analysis
• Table 11.B: Near-Term (2028) Queuing Analysis
• Table 11.C: Cumulative (2046) Queuing Analysis
• Table ll.D: Existing Plus Project with Improvements Queuing Analysis • Table ll.E: Near-Term (2028) Plus Project with improvements Queuing Analysis • Table 11.F: Cumulative (2046) Plus Project with Improvements Queuing Analysis P:\20231181 Oe Young Annexation\Report\Oe Young Annexation Project TIA.dooc (10/09/24) 11-1 994 AGENDA ITEM NO. 15.

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Table ll.A - Existing Queuing Analysis
Intersection Movement
Existing Storage
Length^ (ft/In)
Existing
Without Project^ Plus Project^

AM PM AM PM

1. Willow Avenue/Behymer Avenue NBL 250 115 140 115 140 Signal NBR 105 0 0 0 40
SBL 250 85 115 85 125
SBR 205 0 0 0 0
EBL 230 100 40 100 40
WBL 90 50 80 105 115

2. Willow Avenue/Perrin Avenue 2xNBL 235 40 70 40 75
Signal NBR 145 - - - --
SBL 250 0 0 0 0
SBR 130 30 30 30 30
6 . Minnewawa Avenue/Shepherd Avenue NBL 230 140 130 140 135 Signal SBL 260 110 65 140 85
SBR 15 0 0 0 0
EBL 230 55 60 55 60
EBR 45 70 55 75 55
WBL 220 30 15 30 15
WBR 60 80 40 90 65
Notes:
ft/In = feet per lane
EB = Eastbound; W8 ° Westbound; N6 s Northbound; SB = Southbound L = Left; R = Right
Bold ° Queue exceeds available storage.
^ Storage length for all movements obtained from Google Earth measurements. 2 All queues reported are 95th percentile queues. Queues for signalized Intersections have been taken from Synchro and queues for stop controlled Intersections have been taken from SimTraffic.

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Table ll.B - Near-Term (2028) Queuing Analysis
Intersection Movement
Existing Storage
Length^ (ft/In)
Near Term Year (2028)
Plus Project ^
AM PM

1. Willow Avenue/Behymer Avenue NBL 250 170 240
Signal NBR 105 35 100
SBL 250 110 170
SBR 205 0 0
EBL 230 105 45
WBL 90 275 310

2. Willow Avenue/Perrin Avenue 2xNBL 235 80 110
Signal NBR 145 35 30
SBL 250 45 55
SBR 130 75 40
EBL 230 215 245
WBL 100 125 160
WBR 100 0 0
6 . Minnewawa Avenue/Shepherd Avenue NBL 230 285 455
Signal SBL 260 325 210
SBR 15 100 110
EBL 230 150 250
EBR 45 180 160
WBL 220 80 65
WBR 60 185 200
Notes:
ft/In = feet per lane
E6 - Eastbcund; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
^ Storage length for all movements obtained from Google Earth measurements. 2 All queues reported are 9Sth percentile queues. Queues for signallted Intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

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Table 11.C - Cumulative (2046) Queueing Analysis
Intersection Movement
Existing Storage
Length' (ft/In)
Cumulative (2046)
Without Project' Plus Project'

AM PM AM PM

1. Willow Avenue/Behvmer Avenue NBL 250 275 345 275 345 Signal NBR 105 90 530 90 535
SBL 250 190 405 195 415
SBR 205 0 0 0 0
EBL 230 115 45 115 45
WBL 90 885 920 885 915

2. Willow Avenue/Perrin Avenue 2xNBL 235 110 225 110 225 Signal NBR 145 46 145 50 145
SBL 250 75 215 75 215
SBR 130 225 125 225 125
EBL 230 295 615 295 615
WBL 100 220 300 220 300
WBR 100 15 45 IS 45
6 . Minnewawa Avenue/Shepherd Avenue NBL 230 430 840 430 840 Signal SBL 260 510 280 510 280
SBR 15 190 195 190 195
EBL 230 210 530 210 530
EBR 45 560 340 560 340
WBL 220 155 85 155 85
WBR 60 325 300 325 300
Notes:
ft/In = feet per lane
EB - Eastbound; WB = Westbound; NB s Northbound; SB = Southbound L = Left; ft = Right
Bold = Queue exceeds available storage.
^ Storage length for all movements obtained from Google Earth measurements. 2 All queues reported are 9Sth percentlle queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled Intersections have been taken from SImTraffic.

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Table ll.D - Existing Plus Project with Improvements Queuing Analysis Intersection Movement
Existing Storage
Length^ (ft/In)
Plus Project
Recommended
Storage Length^
(ft/in)
Existing
Plus Project with
improvements^
AM PM
1 . Willow Avenue/Behymer Avenue NBL 250 300 115 140
Signal NBR 105 455 0 40
SBL 250 415 85 125
S6R 205 205 0 0
EBL 230 230 100 40
WBL 90 355 105 115
2 . Willow Avenue/Perrin Avenue 2xNBL 235 235 40 75
Signal NBR 145 145 - -
SBL 250 250 - ~
SBR 130 225 30 30

EBL - - - - - - -

EBR - - - - -
6 . Minnewawa Avenue/Shepherd Avenue NBL 230 230 145 135 Signal SBL 260 425 145 85
SBR 15 150 0 0
EBL 230 500 60 60
EBR 45 45 75 55
WBL 220 220 30 15
WBR 60 175 50 45
Notes:
ft/In = feet per lene
EB z Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
^ Storage length for all movements obtained from Google Earth measurements. 2 All queues reported are 9Sth percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

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Table ll.E - Near-Term (2028) Plus Project with Improvements Queuing Analysis Intersection Movement
Existing Storage
Length^ (ft/In)
Plus Project
Recommended
Storage Length*
(ft/In)
Near Term Year(2028)
Plus Project with
Improvements*
AM PM
1 . Willow Avenue/Behymer Avenue N8L 250 300 170 240
Signal NBR 105 455 35 60
SBL 250 415 110 170
SBR 205 205 0 0
EBL 230 230 105 45
WBL 90 355 275 310
2 . Willow Avenue/Perrin Avenue 2x NBL 235 235 80 110
Signal NBR 145 145 15 30
SBL 250 250 45 55
SBR 130 225 55 40
EBL 230 250 215 245
EBR - - ~ -
WBL 100 300 125 160
WBR 100 100 0 0

4. Willow Avenue/Perrin Avenue NBL -
300 115 160
Signal NBR " -
170 175
SBL -
350 - -
EBL - - 100 ~ -
EBR ~
125 - -
WBL "100 - ~
WBR "
175 - -

5. MInnewawa Avenue/Perrin Avenue NBL -
175 55 105
Signal SBL -
100 10 5
EBL -
175 - -
WBL -100 - -
6 . Minnewawa Avenue/Shepherd Avenue NBL 230 230 285 420 Signal SBL 260 425 325 210
SBR 15 150 100 75
EBL 230 500 150 315
EBR 45 45 190 185
WBL 220 220 185 65
WBR 60 175 100 105
Notes:
ft^n ° feet per lane
EB ~ Eastbound; WB = Westbound; NB - Northbound: SB : Southbound L s Left; R = Right
Bold ° Queue exceeds available storage.
' Storage length for all movements obtained from Google Earth measurements. 2 All queues reported are 95th percentiie queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SImTrafflc.

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Table ll.F - Cumulative (2046) Plus Project with Improvements Queuing Analysis Intersection Movement
Existing Storage
Length^ (ft/in)
Plus Project
Recommended
Storage Length^
(ft/In)
Cumulative (2046)
Plus Project with
Improvements^
AM PM
1 . Willow Avenue/Behvmer Avenue NBL 250 300 300 265
Signal NBR 105 455 55 455
SBL 250 415 215 410
SBR 205 205 0 0
EBL 230 230 140 45
WBL 90 355 340 355
WBR -
150 105 65
2 . Willow Avenue/Perrin Avenue 2xNBL 235 235 110 170
Signal NBR 145 145 50 145
SBL 250 250 75 200
SBR 130 225 225 75
2x EBL 230 250 295 555
EBR . . - - -
WBL 100 300 220 315
WBR 100 100 15 5
4 . MInnewawa Avenue/Behvmer Avenue NBL -
300 115 290
Signal NBR ~ -
10 35
SBL -
350 130 330
EBL ~100 25 35
EBR . . 125 45 120
WBL ~100 65 85
WBR -
150 100 120
5 . MInnewawa Avenue/Perrin Avenue NBL . . 175 135 165
Signal SBL -
100 10 15
EBL -
175 125 155
WBL —100 35 35
6 . MInnewawa Avenue/Shepherd Avenue NBL 230 230 165 295 Signal SBL 260 425 415 335
SBR 15 150 140 120
EBL 230 500 255 480
EBR 45 45 470 305
WBL 220 220 190 80
WBR 60 175 175 175
P:\20231181 De Young Annexatlon\lntersection Queues.xisx (10/9/2024) 1000 AGENDA ITEM NO. 15.

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Table ll.F - Cumulative (2046) Plus Project with Improvements Queuing Analysis Intersection Movement
Existing Storage
Length^ (ft/In)
Plus Project
Recommended
Storage Length'
(ft/In)
Cumulative (2046)
Plus Project with
Improvements^
AM PM
9 . Project Driveway 3/Behvmer Avenue WBL -
100 20 45
owsc
Notes;
ft/In 3 feet per lane
EB = Eastbound; WB = Westbound; N6 = Northbound; SB = Southbound L = Left; R = Right
Bold » Queue exceeds available storage.

Storage length for all movements obtained from Google Earth measurements.

All queues reported are 95th percentile queues. Queues for signalized Intersections have been taken from Synchro and queues for stop controlled Intersections have been taken from SImTrafflc.

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Transportation Impact Analysis Oe Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

12.0 SITE DISTANCE ANALYSIS AND SAFE ROUTES TO SCHOOL ANALYSIS As discussed previously and shown on Figure 1-2, access to the project will be provided by four driveways: one full-access driveway on future Peach Avenue and two RIRO access and one rlght-lnright-out-left-in driveway along Behymer Avenue.

12.1 SIGHT DISTANCE ANALYSIS
A sight distance analysis was conducted at the project driveways along Behymer Avenue and future roadway on Peach Avenue. Sight distance is the length of the visible roadway a driver can see approaching vehicles before their line of sight Is blocked by any object. For purposes of this analysis, only the stopping sight distance and corner sight distance have been evaluated. That Is because those are the only two sight distance issues that would affect safe maneuver of Ingress/egress traffic from the project driveway.

According to the Caltrans Highway Design Manual (HDM) (dated July 2020), the stopping sight distance is the minimum sight distance along a roadway required to allow a driver to decrease their speed from the design speed to a complete stop. The corner sight distance Is the minimum sight distance In which a driver at a stop-controlled approach can see oncoming traffic on the major street to safely maneuver onto the roadway.

The stopping sight distance was evaluated on the roadways along the project frontage (I.e., Peach Avenue and Behymer Avenue). For purposes of this analysis, the posted speed limit of 30 mph has been considered as the design speed for Peach Avenue and the posted speed limit Is 40 mph on Behymer Avenue. As stated In Table 201.1 of the HDM, the minimum stopping sight distance Is 200 feet for a design speed of 30 mph and 300 feet for a design speed of 40 mph. Therefore, the minimum stopping sight distance has been considered as 200 feet for Project Driveway 1 (along Peach Avenue) and 300 feet for Project Driveway 2, Project Driveway 3, and Project Driveway 4 (along Behymer Avenue).

As for corner sight distance. Section 405.1 of the HDM states that corner sight distance requirements are not applicable for urban driveways unless signalized. However, as a conservative approach, corner sight distance were also evaluated for the project driveway. The minimum corner sight distance was based on design speed, time gap, and type of vehicles from the minor roads (project driveways) to enter the major roads (Peach Avenue and Behymer Avenue). Based on the requirements established In the HDM, It was determined that a minimum corner sight distance of 335 feet would be required for left-turn maneuvers coming out of Project Driveway 1. Furthermore, a minimum corner sight distance of 290 feet would be required for right-turn maneuvers coming out of Project Driveway 1 and 385 feet would be required for right-turn maneuvers coming out of Project Driveway 2, Project Driveway 3, and Project Driveway 4.

Since the corner sight distance required at the project driveway would be greater than the stopping sight distance, sight triangle figures were created using the corner sight distance. As a conservative measure, left-turn corner sight distance was used for both right- and left-turn sight triangles for the project driveway 1. As illustrated In Figure 12-1, Project Driveway 1 will provide adequate sight P:\20231181 De Young Annexation\Repott\De Young Annexation Project TIA.docx (10/09/24) 12-1 1002 AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach ano Behvmer Project October 2024 Ciovis, California LSA
distance for left- and right-turn maneuvers onto Peach Avenue. Similarly, as illustrated in Figure 12- 2, Figure 12-3 and Figure 12-4, the Project Driveways will provide adequate sight distance for rightturn maneuvers onto Behymer Avenue.

12.2 SAFE ROUTES TO SCHOOL
The project will be under the jurisdiction of the Clovis Unified School District (CUSD). The CUSD provides transportation for students who live in excess of an established radius zone. The zones are a radius of 1.00 mile for grades Kindergarten through 6^^ and 2.50 miles for grades 7^*^ through 12^^.

The nearest elementary school is Riverview Elementary School, which is located at the southeast corner of the intersection of Chestnut Avenue/Behymer Avenue. The distance between the project corner and the school along Chestnut Avenue/Behymer Avenue is approximately 0.9 mile.

Therefore, it is estimated that children from the project will be accessing the elementary school by car, bike, or by walking. This school can be accessed from the project site by traveling west along Behymer Avenue to the intersection of Willow Avenue/Behymer Avenue and continuing west along Beymer Avenue to the intersection of Chestnut Avenue/Behymer Avenue.

It should be noted that the project is within the vicinity of the proposed Heritage Grove Specific Plan project. Based on the project description of the Specific Plan, an elementary school is being proposed within Planning Area 9 of the Specific Plan. Though the completion date for this elementary school Is still undetermined, elementary school students from the project are anticipated to attend this school once completed. This new school will be within close proximity of the project site. The Heritage Grove Specific Plan project will also be constructing sidewalks and bike lanes as part of internal circulation network to provide safe route for walking and biking to school.

As such, no further safety improvements may be required for the elementary school students upon construction of this elementary school.

Currently, sidewalks are present along both sides of Behymer Avenue between Chestnut and Willow Avenue. The project will be adding sidewalks along Behymer Avenue along the project frontage. The intersections of Willow Avenue/Behymer Avenue and Chestnut Avenue/Behymer Avenue are signalized intersections with marked crosswalks for pedestrians. As such, with these proposed improvements, people could safely walk using the sidewalks described above and also could safely cross these intersections when permitted without any conflicting vehicular movements. The intersection of Peach Avenue/Behymer Avenue is currently stop controlled along the minor lanes.

However, a signal has been recommended at this intersection. Therefore, a signal will be installed at this intersection with marked crosswalks and other safety improvements. As such, a safe walking route to the elementary school would be present for elementary school students from the project.

The nearest middle school from the project is Granite Ridge Intermediate School and nearest high school is the Clovis North High School, both of which are located at the northwest corner of the intersection of Willow Avenue/International Avenue. The distance between the schools and the project is approximately 1 mile and additionally, the project is included within the school's walking radius area. The most direct connection to these schools from the project is using the same routes toward Riverview Elementary School and continue northbound on Willow Avenue. Clovis Old Town Trail is present on the southbound direction of Willow Avenue between Behymer Avenue and P:\2023U81 De Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 12-2 1003 AGENDA ITEM NO. 15.

TRANSfOBTATION IMPACT ANALYSIS OE VOUNG PROPERTIES PEACH AND BCHYMER PROJECT October 2024 Ciovis, Calipohnia LSA
International Avenue. Additionally, the intersection of Willow Avenue/International Avenue is a signalized intersection with a marked crosswalk. As such, a safe walking route would exist between the project and the schools and no further safety improvements will be required.

12.3 LIST OF CHAPTER 12.0 FIGURES
• Figure 12-1: Sight Distance Analysis at Peach Avenue/Project Driveway 1 • Figure 12-2: Sight Distance Analysis at Project Driveway 2/Behymer Avenue • Figure 12-3: Sight Distance Analysis at Project Driveway 3/Behymer Avenue • Figure 12-4: Sight Distance Analysis at Project Driveway 4/Behymer Avenue P:\20231181 Oe Young Annexation\Report\Oe Young Annexation Project TIA.docx (10/09/24) 12-3 1004 AGENDA ITEM NO. 15.
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Transportation Impact Analysis De Youno Properties Peach ano Behymer Proiect October 2024 Ciovis, California LSA

13.0 SUMMARY AND CONCLUSIONS
The proposed project will consist of 266 single-family homes on approximately 37 acres of the site.

The remaining 32,974 sf of the site will be used for park space. It is anticipated that the project buildout will occur in year 2028. Access to the project will be provided by four driveways.

13.1 VEHICLE MILES TRAVELED ANALYSIS SUMMARY
The project's VMT per capita is 14.9 which is 5.5 percent higher than the City's VMT per capita threshold. Therefore, based on the TIA Guidelines, the project will have a significant VMT impact.

However, given the project is consistent with the City's General Plan, it would fall under the Statement of Overriding Considerations for the City's General Plan EIR and would implement the mitigation measures recommended in the EIR. As such, the project would not require any additional mitigation measures than what has been recommended in the General Plan EIR.

13.2 EXISTING CONDITIONS SUMMARY
All study intersections operate at a satisfactory LOS under existing without and plus project conditions with the exception of intersection at Minnewawa Avenue/Behymer Avenue.

13.3 NEAR-TERM (2028) CONDITIONS SUMMARY
All intersections are forecast to operate at a satisfactory LOS under near-term (2028) plus project conditions with the exception of 3 intersections,

13.4 CUMULATIVE (2046) CONDITIONS SUMMARY
All intersections are forecast to operate at a satisfactory LOS under cumulative (2046) without and plus project conditions with the exception of 6 intersections.

13.5 IMPROVEMENTS SUMMARY
Based on the improvements discussed in Section 10.1 'Recommended Improvements', of this report, all intersections are estimated to operate satisfactorily. All of the recommended circulation improvements are covered by the Ciovis Operations and Development Impact Fee.

13.6 QUEUEING ANALYSIS SUMMARY
The recommended storage lengths have been proposed at intersections based on the availability of right-of-way and 95th percentile back-of-queue lengths at the study intersections.

13.7 SIGHT DISTANCE ANALYSIS SUMMARY
A sight distance analysis was conducted at the project driveways. Based on the sight distance analysis, the proposed project driveways achieve adequate sight distances and have clear sight triangles for the drivers.

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Taanspoxtation Impact Analysis De Young Properties Peach and Behymer Project October 2024 Clovis, California LSA

13.8 SAFE ROUTES TO SCHOOL ANALYSIS SUMMARY
The project is well connected with the nearby elementary school. Intermediate school and the high school for non-motorized modes of commute due to existing and proposed sidewalks as well as signalized intersections with marked crosswalks.

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Transportation Impact Analysis De Vouns Properties Peach and Behymer Project October 2024 Ciovis, California LSA

APPENDIX A

SCOPING AGREEMENT
PA20231181 De Young Annexation\Report\De Young Annexation Pro|ectTIA.docx (10/09/24) 1011 AGENDA ITEM NO. 15.

LSA CARLSBAD
CLOVIS
IRVINE

LOS ANGELES

PALM SPRINGS

POINT RICHMOND

RIVERSIDE

ROSEVILLE

SAN LUISOBISPO
April 19, 2024
Mr. Sean K. Smith
Supervising Civil Engineer
Engineering Division, City of Clevis
1033 Fifth Street
Clevis, California 93612
Subject; Scope of Work for De Young Properties Peach and Behymer Project Transportation Impact Analysis (LSA Project No. 20231181)
Dear Sean:

LSA will be preparing a Transportation Impact Analysis (TIA) for the De Young Properties Peach and Behymer Project (project) in Clevis (City). The approximately 37 acres project site is located at the southwest corner of Minnewawa Avenue and Behymer Avenue on parcels 556-01-028 and 556-01- 029. The project site is currently occupied by one residential unit and agricultural uses. Figure 1 (all figures, tables, and appendices attached) illustrates the regional and project location.

The proposed project is located within City's sphere of influence (SOI) and within the northwest urban center growth area. The project is proposing to annex approximately 37 acres from Fresno County into the City and includes the development of 266 single family dwelling units and 32,974 square-feet (sf) of park space. Figure 2 illustrates the tentative subdivision map for the residential development in the project. Access to the project site will be provided via four project driveways - one on future extension of Peach Avenue, and three on Behymer Avenue. The following provides a brief description of proposed access controls for all project driveways:
• Project Driveway 1: This driveway will be located along Peach Avenue and will be a full access driveway.
• Project Driveway 2: This driveway will be located along Behymer Avenue and will be a rlghtIn-right-out (RIRO) only driveway. • Project Driveway 3: This driveway will be located along Behymer Avenue and will be a rightin-right-out-left-in driveway. Left-out access will be restricted. • Project Driveway 4: This driveway will be located along Behymer Avenue and will be a RIRO only driveway.

It should be noted that the project is also anticipated to have connections to adjacent future residential development located immediately south of the project site.

The City requires preparation of TIAs using the City of Clovis Transportation Impact Analysis Guidelines for land uses projects within the City. As recommended in the City's TIA Guidelines, a Local Transportation Analysis (LTA) would be required for City's General Plan consistency 4/19/24 (P:\2023118I De Young Annexation\Scoping\Oe Young Properties Peach and Behymer Scoping Agreement.docx) 1500 Iowa Avenue, Suite 200, Riverside, California 92507 951.781.9310 www.lsa.net 1012 AGENDA ITEM NO. 15.

LSA
requirement purposes, while a vehicle Miles Traveled Analysis will be required for California Environmental Quality Act (CEQA) Transportation Impact Assessment purposes. As such, LSA anticipates that the following scope of work will be required to prepare the TIA for the proposed project.

LOCAL TRANSPORTATION ANALYSIS
Study Area Intersections
An LTA will be prepared to satisfy the requirements established by the City's TIA Guidelines to evaluate the project's effect on General Plan level of service (LOS) requirements. Traffic operations at all study intersections will be analyzed during the weekday a.m. and p.m. peak hours. The a.m. peak hour is defined as the one-hour period of the highest traffic volume occurring between 7:00 and 9:00 a.m. while the p.m. peak hour is defined as the one-hour period of the highest traffic volume occurring between 4:00 and 6:00 p.m. Intersection LOS will be calculated using the Highway Capacity Manual 7^^ Edition (HCM 7) analysis methodologies and by using the Synchro 12 software.

As per the City's TIA guidelines, the extent of the study area should include the following:
• Pedestrian, bicycle, and transit facilities within a half-mile distance from the project site boundary;
• All intersections of major streets that would provide direct access to the project; • All signalized intersections within one-half mile of the project site boundary where the project would add 50 or more peak hour trips, and signalized intersections beyond one-half mile where the project would add 100 or more peak hour trips; and • All unsignalized intersections within a half-mile of the project site boundary where the project would add more than 50 peak hour trips.

As such, the TIA will examine the following intersections:

1. Willow Avenue/Behymer Avenue (City of Clovis/City of Fresno);

2. Willow Avenue/Perrin Avenue (City of Clovis/City of Fresno);

3. Peach Avenue/Behymer Avenue (City of Clovis);

4. Minnewawa Avenue/Behymer Avenue (City of Clovis);

5. Minnewawa Avenue/Shepherd Avenue (City of Clovis);

6. Peach Avenue/Perrin Avenue [Future intersection] (City of Clovis);

7. Peach Avenue/Project Driveway 1 (City of Clovis);

8. Project Driveway 2/Behymer Avenue (City of Clovis);

9. Project Driveway 3/Behymer Avenue (City of Clovis); and

10. Project Driveway 4/Behymer Avenue (City of Clovis). 4/19/2024 (P:\20231181 Oe Young Annexation\Scoping\De Young Properties Peach and Behymer Scoping Agreement.dooc) 1013 AGENDA ITEM NO. 15.

LSA
Figure 3 illustrates the study area intersections.

Project Trip Generation, Trip Distribution, and Trip Assignment The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual Edition) for Land Uses 210 - "SingleFamily Detached Housing - Setting/Location General Urban/Suburban." The project trip generation is summarized in Table A. The project is anticipated to generate 2,508 total daily trips, with 186 trips occurring during the a.m. peak hour and 250 trips occurring during the p.m. peak hour.

The project trip distribution patterns were derived from the select zone model run obtained from the Fresno Council of Governments' (COG's) Activity-Based Model (ABM). The select zone model plot is included in Appendix A. This was further refined to reflect existing and future circulation network in the vicinity of the proposed project.

Currently, within the project vicinity. Peach Avenue, north of Shepherd Avenue, and Perrin Avenue east of Willow Avenue, are yet to be constructed. As such, it is estimated that this segment of Peach Avenue (between southern end of the project and Shepherd Avenue) along with Perrin Avenue east of Willow Avenue (between Willow Avenue and Peach Avenue) would be constructed along with other major developments within the area as part of the Heritage Grove Specific Plan Project envelop. However, since there is no determined timeline for these circulation improvements, two separate project trip distribution patterns were developed for the project, one for existing and nearterm scenario, which reflects the existing circulation network in the project vicinity, and another for cumulative long-term scenario, which accounts for completion of Peach Avenue, Clovis Avenue and Perrin Avenue, among other circulation network improvements.

Additionally, as previously mentioned, upon completion of the adjacent residential projects south of the project limit, project trips may utilize the expanded circulation network to travel south and access Peach Avenue, Perrin Avenue or Minnewawa Avenue. However, as a conservative estimate since these developments are yet to be developed and the circulation network is not finalized, it was estimated that all project trips will be utilizing the four project driveways. This would provide a more conservative estimate in determination of operational efficiencies at the project driveways.

Figure 4 illustrates the existing and near-term project trip distribution. Figure 5 illustrates the cumulative scenario project trip distribution. The project trip assignment at the study area intersections is the product of the project trip generation and the corresponding trip distribution percentages. Figure 6 illustrates the existing and near-term conditions project trip assignment at the study area intersections. Figure 7 illustrates the cumulative conditions project trip assignment at the study area intersections.

Analysis Scenarios
The LTA will be prepared based on consultation with City staff and meet the requirements recommended in the City's TIA Guidelines. As recommended in the City's TIA Guidelines, the LOS analysis will examine traffic operations at the study Intersections under the following scenarios:
• Existing Conditions;
• Existing Plus Project Conditions;
4/19/2024 (P:\20231181 Oe Young Annexation\Scoping\De Young Properties Peach and Behviner Scoping Agreement.docx) 1014 AGENDA ITEM NO. 15.

LSA
• Near-Term Plus Project Conditions;
• Cumulative Long-Range Without Project Conditions; and • Cumulative Long-Range Plus Project Conditions.

Volume Development and Analysis Methodology
Traffic volumes for existing conditions will be developed using existing count data collected at study intersections.

Traffic volumes under near-term plus project conditions will be developed by adding traffic volumes from approved and pending development projects located near the study area and project traffic to existing traffic volumes. LSA will contact City staff and adjacent jurisdictions for a list of approved and pending development projects that are estimated to be completed by the project completion year.

Traffic volumes for cumulative year without project conditions will be developed by using forecast volumes obtained from the Fresno COG ABM. The methodology to develop cumulative year without project traffic volumes at study area intersections will be consistent with the COG's procedures for post-processing of modeled traffic volumes.

Existing and cumulative year plus project traffic volumes will be developed by adding project traffic to the traffic volumes for the corresponding without project scenarios.

For all analysis scenarios, intersection LOS will be calculated using the Highway Capacity Manual 7'^ Edition (HCM 7) analysis methodologies and by using the Synchro 12 software.

Intersection Queuing Analysis
An intersection queuing analysis will be performed at all study intersections. The queuing analysis will be performed using Synchro for signalized Intersections and using SimTraffic for unsignalized intersections.

Analysis of Traffic Operations and Recommended Circulation Improvements LOS without the project will be compared with LOS under plus project scenarios for all analysis scenarios to determine operational deficiencies based on the LOS standards and operational deficiency criteria as applicable for the City. Furthermore, necessary improvements will be recommended to offset any operational deficiencies. Improvements may include addition of intersection turn lanes, changes in traffic control, signalization, etc. The LOS with the proposed improvements will be calculated and summarized, along with a comparison of the LOS without improvements.

Signal Warrant Analysis (if Required)
A peak hour signal warrant analysis would be conducted at unsignalized intersections if a signal is recommended as an improvement. Peak hour approach volumes for study intersections will be examined to determine whether signalization may be warranted per the criteria defined in the California supplement of the Manual on Uniform Traffic Control Devices (CA-MUTCD). 4/19/2024 (P:\20231181 Oe Young Annexation\Scoping\De Young Properties Peach and Behymer Scoping Agreement.docx) 1015 AGENDA ITEM NO. 15.

LSA
Fair-Share Contributions (if Required)
A fair share percentage will be calculated for study intersection Improvements recommended in the TIA that are not included in the Measure C program, the City's Development Fee program, or any other funding program. The percentage of fair share for the project will be calculated at each location using the total trips generated by the project divided by the total "new" traffic, which Is the net increase in traffic volumes from existing to cumulative year conditions.

Site Access and Circulation Analysis
A site access and circulation analysis will be conducted as per the criteria stated in the City's TIA guidelines. The following issues will be evaluated as part of this analysis:
• Anticipated queues and minimum required throat depth (MRTD) at all project access locations;
• A sight distance analysis at the project driveways including recommended improvements in cases of unsafe traffic conditions; and
• Safety of potential pedestrian paths of travels from the project site to schools, commercial areas, and nearby bus stops.

Safe Routes to School Analysis
Since the project is residential in nature, a safe route to school analysis would be included as part of the LTA. This would analyze the pedestrian and bike facilities en route to school from the project and discuss necessary improvements, if required.

PROJECT VEHICLE MILES TRAVELED ANALYSIS
The TIA will include a Vehicle Miles Traveled (VMT) analysis to meet CEQA requirements. The project VMT analysis will be prepared consistent with the City's TIA Guidelines. As per the City's TIA Guidelines, the project cannot be considered as a small project given that the project exceeds 53 dwelling units. Therefore, a full VMT analysis will be required for the project. For purposes of this analysis, the project-generated VMT per capita will be obtained from the Fresno COG ABM. As per the City's TIA Guidelines, a significant project-generated VMT impact would occur if the project's VMT per capita exceeds a level of 13 percent below the existing County average VMT per capita provided in the guidelines. However, it should be noted that since the project is consistent with the City's General Plan, it may fall under the Statement of Overriding Considerations for the City's General Plan EIR and may not require any additional project specific mitigation measures. 4/19/2024 (P;\20231181 Oe Young Annexation\Scoping\De Young Properties Peach and Behymer Scoping Agreement.docx) 1016 AGENDA ITEM NO. 15.

LSA
Should you have any questions, please do not hesitate to contact me at (951) 781-9310 or email me at [email protected].

Sincerely,
LSA ASSOCIATES^ INC.

Ambarish Mukherjee, AlCP, PE
Principal

ATTACHMENTS
Table A: Project Trip Generation
Figure 1: Regional and Project Location
Figure 2: Tentative Subdivision Map
Figure 3: Study Area Intersections
Figure 4: Existing and Near-Term Project Trip Distribution Figure 5: Cumulative Project Trip Distribution
Figure 6: Existing and Near-Term Project Trip Assignment Figure 7: Cumulative Project Trip Assignment
Appendix A: Fresno COG ABM Select Zone Model Plots
4/19/2024 (P:\20231181 Oe Young Annexation\Scoping\Oe Young Properties Peach and Behymer Scoping Agreement.docx) 1017 AGENDA ITEM NO. 15.

LSA
TABLES
1018
AGENDA ITEM NO. 15.

LSA
Table A - Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Daily Land Use Units In Out Total In Out Total
Single-Family Detached Housing 266 DU
Trips/Unit^ 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 48 138 186 157 93 250 2,508
Notes:

DU = Dwelling Units
^ Rates based on Land Use 210 - "Single-Family Detached Housing" from the Institute of Transportation Engineers (ITE) Trip Generation Manual, ll" Edition, Setting/Location - "General Urban/Suburban."
P:\20231181 De Young Annexation\TripGen.xlsx\Trlp Gen (4/19/2024) 1019 AGENDA ITEM NO. 15.

LSA

FIGURES
1020
AGENDA ITEM NO. 15.
,y
r
3?
w
Project vicmitv
Project
Location
LEGEND
Project Location
I
FIGURE 1
iJty iJCV
SOliftCF: rSSl SlWf'tfnjp, ?0?1; Gnnglr farlh. ?0??
De Young Properties Peach and Behymer Proyecf
Transportation Impact Analysis
Regional and Project Location
P \70??l 1R1 Op VoungAnPMhon\GlS\AicGIS Prti\OrVoung.apni n/??/7074] 1021
AGENDA ITEM NO. 15.
eomCR AVENUE
H

PROJECT
DRIVEWAY 1
.SA
I
Sa-XS?-TYPICAL
J8'X68'-TYPICAL
A? XTff-TYPICAL
SffX 85-TYPICAL
10 LOTS
79 LOTS
82 LOTS
95 LOTS
S PARK
266 TOTAL SFR LOTS
FIGURE2
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
SOURCE: De Young Pfopercies, February 2024. Conceptual Site Plan P:\2023n81 De Young AnexaClon\GIS\Report\Slte Plan (4/05/2024) 1022
AGENDA ITEM NO. 15.

BEHYMER AVENUE
\RRIN AVENUE ^
oSHEPHERD AVENUE
1 i
i
i
%
3:

Ti I
/
LSA
I
LEGEND
Project Location
0 Study Intersections
Project Driveway
— Future Roadway
FIGURE 3
De Young Properties Peach and Behymer
Study Intersections
P:\?0^3H8l Or Vc-.ir^ AnnrxaHon\GIS\Af-GIS ProSDr Voung PrnpprtiM Pearh and flrhyncf-apr* {d/4/70?aj 1023
AGENDA ITEM NO. 15.

BEHYMER AVENUE t—"P—P—0

PERRIN AVENUE
I
"lO
li
LEGEND
1=3 Project Location
^ Study Intersections
Project Driveway
Future Roadway

SHEPHERD A VENUE
6 -
s®
m
u
t (5%)
- (3%)
r (42%)
3% -»
sS sS
? g
«J I
14% _r
IWillow Avenue/Behymer Avenue Willow Avenue/Perrin Avenue (15%)
r 5%
45% -
5% 1
in
•—
I
I Peach Avenue/Behymer Avenue I
s®
- 5%
(15%) 23
(3%) J
s®
(5%) -
TT
(42%) 1
IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin <N. ^
1 u H 22%
IMInnewawa Avenue Avenue/Shepherd
^1
5%(15%)
I 1Peach Avenue/Project Driveway
35% 10% ils"
I Avenue Project Driveway 2/Behymer
^ 5%(15%)
r 45%
15%(15%) ^'r* 20% lipI Avenue Project Driveway 3/Behymer 5Q%(15%)
i
(35%) - r 15% lip
■ O
Project Driveway 4/Behymer
Avenue
ISA FIGURE 4
XX% (YY%)
Inbound (Outbound) Trip Distribution
Project Driveway
Future Roadway
De Young Properties Peach and Behymer Project
Transportation impact Analysis
Existing and Near-Term Project Trip Distribution
P;\20231181 De Young Annexation\230_Dist_Exist_NT.xlsx\Figure (8/10/2024) 1024 AGENDA ITEM NO. 15.

BEHYMER AVENUE
PER,miN AVENUE '
LEGEND
I I Project Location
^ Study Intersections
---• Project Driveway
Future Roadway

SHEPHERD AVENUE
0 1
N
i' '
«X)
¥
1200
FEET
i
T
a®
aS
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1% 1,
^ (2%)
r 5%(3%)
*1 r*
- 27%
(5%) 13 *-\
(3%) J
ss
(27%) -
(20%) 1
I Wtllow Avenue/Behymer Avenue Willow Avenue/Pemn Avenue I Peach Avenue/Behymer Avenue I IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin ae
I
t
ae
IMInnewawa Avenue Avenue/Shepherd
a S|t_ {6%)
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I Peach Avenue/Project Driveway
5%(5%)
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I Avenue Project Driveway 2/Behymer
^ 5%(5%)
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5%(15%) -Jr
I Avenue Project Driveway 3/Behymer
50%(5%)
1 (35%) - r
5%
Project Driveway 4/Behymer
Avenue

ISA FIGURES
XX% (YY%)
Inbound (Outbound) Trip Distribution
—— Project Driveway
Future Roadway
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Cumulative Project Trip Distribution
P:\202311B1 De Young Annexatlon\z30_Dist_Cumul.xlsx\Figure (8/10/2024) 1025 AGENDA ITEM NO. 15.
o

BEHYMER AVENUE

PERRIN AVENUE
LEGEND
I I Project Location
^ Study Intersections
Project Driveway
Future Roadway

SHEPHERD A VENUE
t 7/5
<N - 4/3
u r 58/39
1/5 - r*
{S
o
T- tSJ
I
7/22 J
♦-21/14
r 2/8
■Willow Avenue/Behymer Avenue ^9 Willow Avenue/Perrin Avenue 22/71 ^
2/8 1
[Peach Avenue/BehymerAvenue i
tf>
- 2/8
21/14 £i
4/3 J S
7/5 - o
58/39 1
CTl O
03 O
J u t 11/35
t
n
IUinnewawa Avenue Avenue/Shepherd
IMInnewawa Avenue Avenue/Behymer
I
I 1Peach Avenue/Project Driveway
IMInnewawa Avenue Avenue/Perrin
23/22
17/55 5/16 lIs
1^
I
I Avenue Project Driveway 2/Behymer
-23/22
r 22/71
28138 -If 10/31 ll?!
(Project Avenue Driveway 3/Behymer
45/93
1 48/33 -V 7/24 lIs
li
I
Project Driveway 4/Behymer
Avenue
ISA FIGURE 6
XX/YY
AM / PM Peak Hour Trips
Project Driveway
Future Roadway
P:\2023H81 De Young Annexation\z30_Asgn_Exist_NT.xlsx\Figure {8/10/2024) De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Existing and Near-Term Project Trip Assignment
1026
AGENDA ITEM NO. 15.

BEHYMER AVENUE
^—<P—0

PERRIN AVENUE

SHEPHERD AVENUE

LEGEND -O
!=□ Project Location
^ Study Intersections
---• Project Driveway
Future Roadway
CM 1_ 7/5
L» ^ 4/3
1/5 ^
19/13
7/22 ^
^ 3/2
r 6/11
3/11 r*
0/2 1
CO lo
CO TI Willow Avenue/Behymer Avenue Willow Avenue/Perrin Avenue I
I Peach Avenue/Behymer Avenue I
.J - 13/42
7/5 ±3
4/3 J CO
37/25 - o
28/19 1
o>
CO
CM
4 t
O
IMInnewawa Avenue Avenue/Behymer IMInnewawa Avenue Avenue/Perrin o>
I
T
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IMInnewawa Avenue Avenue/Shepherd
•L 8/6
1- "
m T9/13
I 1Peach Avenue/Project Driveway
4/14 0/2 lIs
I Avenue Project Driveway 2/Behymer
- 9/13
r 22/71
23/22
2/6 -ll
(Project Avenue Driveway 3/Behymer
31/84
M
48/33 2/8 lIs
li
I
Project Driveway 4/Behymer
Avenue
ISA FIGURE 7
XX/YY
AM / PM Peak Hour Trips
— Project Driveway
Future Roadway
De Young Properties Peach and Behymer Project
Transportation Impact Analysis
Cumulative Project Trip Assignment
P:\20231181 De Young Annexation\230_Asgn_Cumul.xlsx\Figure (8/10/2024) 1027 AGENDA ITEM NO. 15.

LSA

APPENDIX A

FRESNO COG ABM SELECT ZONE MODEL PLOTS
1028
AGENDA ITEM NO. 15.

FfewtoCQg 2046 Travel Model ■ PM peak hour $elect zone dbtributlon (PeYoung Residential) 1029
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Sehymer Project October 2024 Ciovis, California LSA

APPENDIX B

VMT CALCULATION WORKSHEETS
P:\20231181 De Young Annexatlon\Report\Oe Young Annexation Project TIA.docx (10/09/24) 1030 AGENDA ITEM NO. 15.

LSA
Appendix B
VMT Calculations
De Young Single Family Residential Development
2019
De Young Single Family
(Project) * City of Clovis**
Total project households 266
Total project population (a) 896
Percent Population traveling to outside (b) * 7.79%
Project Population traveling to outside (c=b*a) 70
Total Internal-Internal (11) Project VMT (d) •* 11,132
Internal project population (e=a-c) 826
II VMT per capita (f=d/e) 13.5
IX VMT per capita (g) *** 31.5
TotallX VMT (h=g*c) 2,199
Total project VMT (l=d+h) 13,331
VMT per capita 0=i/a) 14.9 14.1
•; Obtained from "Fresno_worker_ixxifractions.dat" from modelinputs. Used same percentages/values as the parent TAZ (248) Includes all tours and all sub-tours from the ABM model run for VMT estimation IX VMT per capita was estimated as weighted average forallTAZsin the CSTDMZone 2569 P:\20231181 De Young Annexallon\vml_tumm.xlu\Appendl> A (8/12/2024) 1031
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Behymer Project October 2024 Clovis, California LSA

APPENDIX C

TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
P:\20231181 Oe Young Annexation\Report\Oe Young Annexation Project TIA.docx (10/09/24) 1032 AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather; Clear
File Name : 13_CVS_Will_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicies - 3 Axie Vehicles - 4+ Axie Trucks Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Rioht 1Add. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Int. Total 07:00 AM 11 47 5 63 6 12 9 27 7 44 10 61 8 19 22 49 200 07:15 AM 5 82 8 95 14 31 13 58 6 70 3 79 1 22 24 47 279 07:30 AM 6 132 9 147 12 65 34 111 29 106 7 142 9 32 58 99 499 07:45 AM 9 114 3 126 12 62 38 112 24 151 10 185 18 56 75 149 572 Totai 31 375 25 431 44 170 94 308 66 371 30 467 36 129 179 344 1550 08:00 AM 20 128 8 156 4 26 42 72 21 172 13 206 21 30 38 89 523 08:15 AM 20 170 23 213 11 18 22 51 30 194 4 228 34 22 36 92 584 08:30 AM 17 199 20 236 5 29 33 67 28 176 4 208 7 21 33 61 572 08:45 AM 13 130 3 146 8 30 42 80 22 143 9 174 1 23 27 51 451 Totai 70 627 54 751 28 103 139 270 101 685 30 816 63 96 134 293 2130 Grand Total 101 1002 79 1182 72 273 233 578 167 1056 60 1283 99 225 313 637 3680 Apprch % 8.5 84.8 6.7 12.5 47.2 40.3 13 82.3 4.7 15.5 35.3 49.1 Total % 2.7 27.2 2.1 32.1 2 7.4 6.3 15.7 4.5 28.7 1.6 34.9 2.7 6.1 8.5 17.3 Passenger Vehicies 95 982 79 1156 71 268 229 568 158 1040 57 1255 97 225 301 623 3602 % Passenoer Vahides 94.1 98 100 97.8 98.6 98.2 98.3 98.3 94.6 98.5 95 97.8 98 100 96.2 97.8 97.9 Large 2 Axle Vohides 4 16 0 20 0 5 0 5 9 12 1 22 1 0 12 13 60 % Lsnw 2 Axto Vehides 4 1.6 0 1.7 0 1.8 0 0.9 5.4 1.1 1.7 1.7 1 0 3.8 2 1.6 3 Axle Vehicles 1 2 0 3 0 0 2 2 0 3 2 5 0 0 0 0 10
% 3 Axle Vehicles 1 0.2 0 0.3 0 0 0.9 0.3 0 0.3 3.3 0.4 0 0 0 0 0.3 4+ Axle Trucks 1 2 0 3 1 0 2 3 0 1 0 1 1 0 0 1 8
% 4+ Axle Trucks 1 0.2 0 0.3 1.4 0 0.9 0.5 0 0.1 0 0.1 1 0 0 0.2 0.2 Wiliow Avenue
Southbound
Behymer Avenue
Westbound
Wiilow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. toisi Left 1 Thru 1Riaht 1add. Total Int. Total 1 Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:45 AM 9 114 3 126 12 62 38 112 24 151 10 185 18 56 75 149 572 08:00 AM 20 128 8 156 4 26 42 72 21 172 13 206 21 30 38 89 523 08:15 AM 20 170 23 213 11 18 22 51 30 194 4 228 34 22 36 92 584 08:30 AM 17 199 20 236 5 29 33 67 28 176 4 208 7 21 33 61 572 Total Volume 66 611 54 731 32 135 135 302 103 693 31 827 80 129 182 391 2251 % Add. Total 9 83.6 7.4 10.6 44.7 44.7 12.5 83.8 3.7 20.5 33 46.5 PHF .825 .768 .587 .774 .667 .544 .804 .674 .858 .893 .598 .907 .588 .576 .607 .656 .964 1033
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out , , ln_ .Total I pil ri639l
I 541 6111 66
Right Thru Leftu
Rigm Tnn ^ i
Peak Hour Data
o ^
O—' North
Peak Hour Begins at 07:45 AAjl
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4-t- Axle Trucks
4 5"
I ®
3 — o
^ T r*
Left Thru Right 1031 6931^
nm r~8^
Out In Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 08:00 AM 07:15 AM 07:45 AM 07:30 AM
+0 mins. 20 128 8 156 14 31 13 58 24 151 10 185 9 32 58 99 +15 mins. .20 170 23 213 12 65 34 111 21 172 13 206 18 56 75 149 +30 mins. 17 199 20 236 12 62 38 112 30 194 4 228 21 30 38 89 +45 mins. 13 130 3 146 4 26 42 72 28 176 4 208 34 22 36 92 Total Volume 70 627 54 751 42 184 127 353 103 693 31 827 82 140 207 429 % Add. Total 9.3 83.5 7.2 11.9 52.1 36 12.5 83.8 3.7 19.1 32.6 48.3 PHF .875 .788 .587 .796 .750 .708 .756 .788 .858 .893 .596 .907 .603 .625 .690 .720 1034
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona. CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_WilLBeh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Int. Total 07:00 AM 11 45 5 61 6 11 8 25 5 43 9 57 8 19 22 49 192
07:15 AM 5 80 8 93 14 31 12 57 5 68 3 76 1 22 22 45 271 07:30 AM 6 131 9 146 12 64 33 109 28 104 7 139 9 32 57 98 492 07:45 AM 8 114 3 125 12 62 38 112 23 150 8 181 18 56 72 146 564 Total 30 370 25 425 44 168 91 303 61 365 27 453 36 129 173 338 1519 08:00 AM 18 121 8 147 4 23 41 68 18 168 13 199 20 30 38 88 502 08:15 AM 18 165 23 206 10 18 22 50 30 191 4 225 33 22 33 88 569 08:30 AM 17 196 20 233 5 29 33 67 27 175 4 206 7 21 31 59 565 08:45 AM 12 130 3 145 8 30 42 80 22 141 9 172 1 23 26 50 447 Total 65 612 54 731 27 100 138 265 97 675 30 802 61 96 128 285 2083 Grand Total 95 982 79 1156 71 268 229 568 158 1040 57 1255 97 225 301 623 3602 Apprch % 8.2 84.9 6.8 12.5 47.2 40.3 12.6 82.9 4.5 15.6 36.1 48.3 Total % 2.6 27.3 2.2 32.1 2 7.4 6.4 15.8 4.4 28.9 1.6 34.8 2.7 6.2 8.4 17.3 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1 Riaht 1 add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Int. Total 1 Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 8 114 3 125 12 62 38 112 23 150 8 181 18 56 72 146 564 08:00 AM 18 121 8 147 4 23 41 68 18 168 13 199 20 30 38 88 502 08:15 AM 18 165 23 206 10 18 22 50 30 191 4 225 33 22 33 88 569 08:30 AM 17 196 20 233 5 29 33 67 27 175 4 206 7 21 31 59 565 Total Volume 61 596 54 711 31 132 134 297 98 684 29 811 78 129 174 381 2200 % Add. Total 8.6 83.8 7.6 10.4 44.4 45.1 12.1 84.3 3.6 20.5 33.9 45.7 PHF .847 .760 .587 .763 .646 .532 .817 .663 .817 .895 .558 .901 .591 .576 .604 .652 .967 1035
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_WilLBeh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
-Out-, , In—, ,Totgl ■
896i i 7111 I 16071
541 596! ^
Left
u
Right Thru ^ i
< C
s
fli—I
0^ ^
Peak Hour Data
T
North
Peak Hour Begins at 07:45 A^|l
Passenger Vehicles
tj
-I
I rr ' 2
1-®
tD
(D
:y
1 — <B
io
*1 I r*
Left Thnj Richt
981 684 ! 2^
8011
Out
jni
In Total
Willnw Awni.A
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 8 114 3 125 12 62 38 112 23 150 8 181 18 56 72 146 +15 mins. 18 121 8 147 4 23 41 68 18 168 13 199 20 30 38 88 +30 mins. 18 165 23 206 10 18 22 50 30 191 4 225 33 22 33 88 +45 mins. 17 196 20 233 5 29 33 67 27 175 4 206 7 21 31 59 Total Volume 61 596 54 711 31 132 134 297 98 684 29 811 78 129 174 381 % Add. Total 8.6 83.8 7.6 10.4 44.4 45.1 12.1 84.3 3.6 20.5 33.9 45.7 PHF .847 .760 .587 .763 .646 .532 .817 .663 .817 .895 .558 .901 .591 .576 .604 .652 1036
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiilow Avenue
E/W: Behymer Avenue
Weather; Clear
File Name : 13_CVS_Wiil_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
GrouDS Printed- Lara e 2 Axle Vehicles
Willow Avenue Behymer Avenue Wiilow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Rioht 1App. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Aoo. Total Left 1 Thru Riaht 1Add. Total Int. Total 07:00 AM 0 2 0 2 0 1 0 1 2 0 1 3 0 0 0 0 6
07:15 AM 0 2 0 2 0 0 0 0 1 2 0 3 0 0 2 2 7
07:30 AM 0 1 0 1 0 1 0 1 1 1 0 2 0 0 1 1 5
07:45 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 3 3 5
Totai 0 5 0 5 0 2 0 2 5 4 1 10 0 0 6 6 23
08:00 AM 2 4 0 6 0 3 0 3 3 3 0 6 0 0 0 0 15
08:15 AM 2 4 0 6 0 0 0 0 0 3 0 3 1 0 3 4 13
08:30 AM 0 3 0 3 0 0 0 0 1 1 0 2 0 0 2 2 7
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2
Totai 4 11 0 15 0 3 0 3 4 8 0 12 1 0 6 7 37
Grand Total 4 16 0 20 0 5 0 5 9 12 1 22 1 0 12 13 60
Apprch % 20 80 0 0 100 0 40.9 54.5 4.5 7.7 0 92.3
Total % 6.7 26.7 0 33.3 0 8.3 0 8.3 15 20 1.7 36.7 1.7 0 20 21.7 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Int. Total 1 Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 3 3 5
08:00 AM 2 4 0 6 0 3 0 3 3 3 0 6 0 0 0 0 15
08:15 AM 2 4 0 6 0 0 0 0 0 3 0 3 1 0 3 4 13
08:30 AM 0 3 0 3 0 0 0 0 1 1 0 2 0 0 2 2 7
Total Volume 4 11 0 15 0 3 0 3 5 8 0 13 1 0 8 9 40
% Add. Total 26.7 73.3 0 0 100 0 38.5 61.5 0 11.1 0 88.9 PHF .500 .688 .000 .625 .000 .250 .000 .250 .417 .667 .000 .542 .250 .000 .667 .563 .667 1037
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clevis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out In ,Tptel I 91 I 24!
I '01 111 '4l
Right Thru Left I u
< c
® —
n 3
O
0)—'
Peak Hour Data
r
North
Peak Hour Begins at 07:45 A^jl
Large 2 Axle Vehides
I—o
^ T r*
Left Thru Rioht I ^51 8!^^
iH I 13! I 32!
Out In Total
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 0 0 0 0 0 0 0 1 1 0 2 0 0 3 3
+15 mins. 2 4 0 6 0 3 0 3 3 3 0 6 0 0 0 0
+30 mins. 2 4 0 6 0 0 0 0 0 3 0 3 1 0 3 4
+45 mins. 0 3 0 3 0 0 0 0 1 1 0 2 0 0 2 2
Total Volume 4 11 0 15 0 3 0 3 5 8 0 13 1 0 8 9
% Add. Total 26.7 73.3 0 0 100 0 38.5 61.5 0 11.1 0 88.9 PHF .500 .688 .000 .625 .000 .250 .000 .250 .417 .667 .000 .542 .250 .000 .667 .563 1038
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiiiow Avenue
EM: Behymer Avenue
Weather: Ciear
File Name : 13_CVS_WilLBeh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
Wiiiow Avenue Behymer Avenue Wiiiow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Rioht 1Add. Total Left 1 Thru Rioht 1Add. Total Left Thru Rioht 1Add. Total Left 1 Thru Rioht 1Add. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2
07:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
Totai 0 0 0 0 0 0 2 2 0 1 2 3 0 0 0 0 5
08:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Totai 1 2 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5
Grand Total 1 2 0 3 0 0 2 2 0 3 2 5 0 0 0 0 10
Apprch % 33.3 66.7 0 0 0 100 0 60 40 0 0 0
Totai % 10 20 0 30 0 0 20 20 0 30 20 50 0 0 0 0
Wiiiow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Rioht 1add. Total Left 1 Thru 1Rioht 1add. Total Left 1 Thru 1Rioht 1add. Total Left 1 Thru 1Rioht 1add. Total Int. Total 1 Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
08:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 5
% Add. Total 0 100 0 0 0 0 0 33.3 66.7 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .250 .375 .000 .000 .000 .000 .625 1039
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiiiow Avenue
EM: Behymer Avenue
Weather: Ciear
File Name : 13_CVS_WiiLBeh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Qtit , , in— .Total ZZj] FTzI I ^
I Oi 2l 51
Right Thru Lett u
Right Thr ^ i
Peak Hour Data
< c
e '
>.
c.
® — D =
O
^_I
5 ,
hi
North
Peak Hour Begins at 07:45 AAjl
3 Axle Vehicles
u
2 H
I 7
* a
rf—<5
^ T
U9ft ,Thru ,Right, I^01 illpl]
□ZD n
Out In Total
Will<»«i Awniin
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 2 2 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 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0
% Add. Total 0 100 0 0 0 0 0 33.3 66.7 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .250 .375 .000 .000 .000 .000 1040
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clevis
N/S: Wiliow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_WiIi_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 4+ Axle Trucks
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 0 0 1 0 0 1 1 0 1 0 1 0 0 0 0 3
08:00 AM 0 2 0 2 0 0 1 1 0 0 0 0 1 0 0 1 4
08:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 2 1 0 1 2 0 0 0 0 1 0 0 1 5
Grand Total 1 2 0 3 1 0 2 3 0 1 0 1 1 0 0 1 8
Apprch % 33.3 66.7 0 33.3 0 66.7 0 100 0 100 0 0
Total % 12.5 25 0 37.5 12.5 0 25 37.5 0 12.5 0 12.5 12.5 0 0 12.5 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. toibi Left 1 Thru 1Riaht 1aoo. Total Left 1 Thru 1Riaht 1add. Total Int. Total 1 Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 2 0 2 0 0 1 1 0 0 0 0 1 0 0 1 4
08:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 2 0 3 1 0 1 2 0 0 0 0 1 0 0 1 6
% Add. Total 33.3 66.7 0 50 0 50 0 0 0 100 0 0
PHF .250 .250 .000 .375 .250 .000 .250 .500 .000 .000 .000 .000 .250 .000 .000 .250 .375 1041
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_WilLBeh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out In TelsL r ^i i si
zn
Right Thru ^ i
Left
L>
< c
® _ m 3
O
®—I
Peak Hour Data
T
North
Peak Hour Begins at 07:45 AAjl
4-r- Axle Trucks
I ®
*1 T r*
Left Thru Rieht
I ol Ql ol
Out In Total
Willow Ax/Anna
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 2 0 2 0 0 1 1 0 0 0 0 1 0 0 1
+30 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 2 0 3 1 0 1 2 0 0 0 0 1 0 0 1
% Add. Total 33.3 66.7 0 50 0 50 0 0 0 100 0 0
PHF .250 .250 .000 .375 .250 .000 .250 .500 .000 .000 .000 .000 .250 .000 .000 .250 1042
AGENDA ITEM NO. 15.

Counts Uniimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue Behymer Avenue Willow Avenue 3ehymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Int. Total 04:00 PM 37 127 3 167 17 34 21 72 28 138 15 181 9 20 36 65 485 04:15 PM 21 119 3 143 15 30 14 59 18 114 14 146 5 20 20 45 393 04:30 PM 40 145 11 196 7 29 18 54 26 157 18 201 5 18 22 45 496 04:45 PM 20 123 8 151 10 30 20 60 23 139 16 178 4 18 33 55 444 Total 118 514 25 657 49 123 73 245 95 548 63 706 23 76 111 210 1818 05:00 PM 37 170 14 221 9 37 21 67 24 162 14 200 4 40 39 83 571 05:15 PM 26 121 5 152 17 38 25 80 35 169 15 219 4 23 28 55 506 05:30 PM 18 144 13 175 13 25 34 72 25 182 14 221 7 25 30 62 530 05:45 PM 14 125 8 147 16 38 39 93 35 218 11 264 6 16 24 46 550 Total 95 560 40 695 55 138 119 312 119 731 54 904 21 104 121 246 2157 Grand Total 213 1074 65 1352 104 261 192 557 214 1279 117 1610 44 180 232 456 3975 Apprch % 15.8 79.4 4.8 18.7 46.9 34.5 13.3 79.4 7.3 9.6 39.5 50.9 Total % 5.4 27 1.6 34 2.6 6.6 4.8 14 5.4 32.2 2.9 40.5 1.1 4.5 5.8 11.5 Passenger Vehicles 212 1067 65 1344 104 261 190 555 210 1271 116 1597 44 174 230 448 3944 % Passenoer Vehicles 99.5 99.3 100 99.4 100 100 99 99.6 98.1 99.4 99.1 99.2 100 96.7 99.1 98.2 99.2 Largo 2 Axle Vehicles 1 6 0 7 0 0 2 2 4 4 1 9 0 6 2 8 26 % iJtfM 2 Axle Vehides 0.5 0.6 0 0.5 0 0 1 0.4 1.9 0.3 0.9 0.6 0 3.3 0.9 1.8 0.7 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
% 3 Axle Vehides 0 0 0 0 0 0 0 0 0 0.2 0 0.2 0 0 0 0 0.1 4+ Axle Trucks 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
% 4+ Axle Trucks 0 0.1 0 0.1 0 0 0 0 0 0.1 0 0.1 0 0 0 0 0.1 Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. TDtal Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 37 170 14 221 9 37 21 67 24 162 14 200 4 40 39 83 571 05:15 PM 26 121 5 152 17 38 25 80 35 169 15 219 4 23 28 55 506 05:30 PM 18 144 13 175 13 25 34 72 25 182 14 221 7 25 30 62 530 05:45 PM 14 125 8 147 16 38 39 93 35 218 11 264 6 16 24 46 550 Total Volume 95 560 40 695 55 138 119 312 119 731 54 904 21 104 121 246 2157 % Add. Total 13.7 80.6 5.8 17.6 44.2 38.1 13.2 80.9 6 8.5 42.3 49.2 PHF .642 .824 .714 .786 .809 .908 .763 .839 .850 .838 .900 .856 .750 .650 .776 .741 .944 1043
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
ETW: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out In TsSaL
I 871! I 15661
I 401 5601 951
Right Thru ^ i
Left
< c
E
® «. to S
O
<g ^ ffl—I
Peak Hour Data
T
North
Peak Hour Begins at 05:00 PAjl
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
' a
fI—®
^ T r*
Left Thru Richt 1191 7311 ^4\
Out
9041 I 16401
In Total
Willftw Awniio
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 04:30 PM 05:00 PM 05:00 PM 04:45 PM
+0 mins. 40 145 11 196 9 37 21 67 24 162 14 200 4 18 33 55 +15 mins. 20 123 8 151 17 38 25 80 35 169 15 219 4 40 39 83 +30 mins. 37 170 14 221 13 25 34 72 25 182 14 221 4 23 28 55 +45 mins. 26 121 5 152 16 38 39 93 35 218 11 264 7 25 30 62 Total Volume 123 559 38 720 55 138 119 312 119 731 54 904 19 106 130 255 % Add. Total 17.1 77.6 5.3 17.6 44.2 38.1 13.2 80.9 6 7.5 41.6 51 PHF .769 .822 .679 .814 .809 .908 .763 .839 .850 .838 .900 .856 .679 .663 .833 .768 1044
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 00x1178
Corona, CA 92878
(951) 268-8268
City of Clovis
N/S: Wiliow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenoer Vehicies
Wiliow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Riaht 1Aop. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Int. Total 04:00 PM 37 125 3 165 17 34 21 72 28 137 15 180 9 19 36 64 481 04:15 PM 20 118 3 141 15 30 14 59 17 113 14 144 5 19 19 43 387 04:30 PM 40 144 11 195 7 29 18 54 25 157 17 199 5 18 22 45 493 04:45 PM 20 122 8 150 10 30 18 58 23 138 16 177 4 18 33 55 440 Total 117 509 25 651 49 123 71 243 93 545 62 700 23 74 110 207 1801 05:00 PM 37 169 14 220 9 37 21 67 24 160 14 198 4 37 38 79 564 05:15 PM 26 121 5 152 17 38 25 80 34 167 15 216 4 23 28 55 503 05:30 PM 18 143 13 174 13 25 34 72 25 181 14 220 7 25 30 62 528 05:45 PM 14 125 8 147 16 38 39 93 34 218 11 263 6 15 24 45 548 Total 95 558 40 693 55 138 119 312 117 726 54 897 21 100 120 241 2143 Grand Total 212 1067 65 1344 104 261 190 555 210 1271 116 1597 44 174 230 448 3944 Apprch % 15.8 79.4 4.8 18.7 47 34.2 13.1 79.6 7.3 9.8 38.8 51.3 Total % 5.4 27.1 1.6 34.1 2.6 6.6 4.8 14.1 5.3 32.2 2.9 40.5 1.1 4.4 5.8 11.4 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Riaht 1Add. Total LeftI Thru Riaht 1 Add. Total Left Thru Riaht 1Ado. Total Left 1 Thru Riaht 1Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 37 169 14 220 9 37 21 67 24 160 14 198 4 37 38 79 564 05:15 PM 26 121 5 152 17 38 25 80 34 167 15 216 4 23 28 55 503 05:30 PM 18 143 13 174 13 25 34 72 25 181 14 220 7 25 30 62 528 05:45 PM 14 125 8 147 16 38 39 93 34 218 11 263 6 15 24 45 548 Total Volume 95 558 40 693 55 138 119 312 117 726 54 897 21 100 120 241 2143 % Add. Total 13.7 80.5 5.8 17.6 44.2 38.1 13 80.9 6 8.7 41.5 49.8 PHF .642 .825 .714 .788 .809 .908 .763 .839 .860 .833 .900 .853 .750 .676 .789 .763 .950 1045
AGENDA ITEM NO. 15.

Counts Unlimited. Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiiiow Avenue
EA/V: Behymer Avenue
Weather: Ciear
File Name : 13_CVS_Wili_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No ; 2
Willow Avenue
Out , !a_ Total I 693! I 15591
I 40! ssal 95!
Right Thru Leftu
Right Thr ^ i
Peak Hour Data
< c
North
Peak Hour Begins at 05:00 P^|l
Passenger Vehicles
S
I-®
^ I
Left Thru Right I 117i 726l~^
Out
8971 I 16301
In Total
Wlllfiw Awnna
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 37 169 14 220 9 37 21 67 24 160 14 198 4 37 38 79 +15 mins. 26 121 5 152 17 38 25 80 34 167 15 216 4 23 28 55 +30 mins. 18 143 13 174 13 25 34 72 25 181 14 220 7 25 30 62 +45 mins. 14 125 8 147 16 38 39 93 34 218 11 263 6 15 24 45 Total Volume 95 558 40 693 55 138 119 312 117 726 54 897 21 100 120 241 % Add. Total 13.7 80.5 5.8 17.6 44.2 38.1 13 80.9 6 8.7 41.5 49.8 PHF .642 .825 .714 .788 .809 .908 .763 .839 .860 .833 .900 .853 .750 .676 .789 .763 1046
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona. CA 92878
(951) 268-6268
City of Clovis
N/S: Wiiiow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Grouos Printed- Lara e 2 Axle Vehicles
Willow Avenue Behymer Avenue Willow Avenue 3ehymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Riaht 1aod. Total Left 1 Thru Riaht 1Aod. Total Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Int. Total 04:00 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 1 0 1 4
04:15 PM 1 0 0 1 0 0 0 0 1 1 0 2 0 1 1 2 5
04:30 PM 0 1 0 1 0 0 0 0 1 0 1 2 0 0 0 0 3
04:45 PM 0 1 0 1 0 0 2 2 0 0 0 0 0 0 0 0 3
Total 1 4 0 5 0 0 2 2 2 2 1 5 0 2 1 3 15
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 3 1 4 6
05:15 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 2
05:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2
Total 0 2 0 2 0 0 0 0 2 2 0 4 0 4 1 5 11
Grand Total 1 6 0 7 0 0 2 2 4 4 1 9 0 6 2 8 26
Apprch % 14.3 85.7 0 0 0 100 44.4 44.4 11.1 0 75 25
Total % 3.8 23.1 0 26.9 0 0 7.7 7.7 15.4 15.4 3.8 34.6 0 23.1 7.7 30.8 Wiiiow Avenue
Southbound
Behymer Avenue
Westbound
Wiiiow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total int. Total 1 Peak Hour Anaiysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 3 1 4 6
05:15 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 2
05:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2
Total Volume 0 2 0 2 0 0 0 0 2 2 0 4 0 4 1 5 11
% Add. Total 0 100 0 0 0 0 50 50 0 0 80 20
PHF .000 .500 .000 .500 .000 .000 .000 .000 .500 .500 .000 .500 .000 .333 .250 .313 .458 1047
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: Willow Avenue
EA/V: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Oyt , (n , ,Tote! ^ 21
I 01 2l ^
Right Thru Left U
Right Thn ^ i
< c
CD 3
ig ^
^_r
2 , ^
H
2 Peak Hour Data
T
North
Peak Hour Begins at 05:00 Piyi
Larce 2 Axle Vehides
I ®
^ 1
^ I r*
Left Thru Right
^21 21
3 I ^
Out In Total
Wil!»m Avoniia
Peak Hour Anaiysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 3 1 4
+15 mins. 0 0 0 0 0 0 0 0 1 1 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 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1
Total Volume 0 2 0 2 0 0 0 0 2 2 0 4 0 4 1 5
% Add. Total 0 100 0 0 0 0 50 50 0 0 80 20
PHF .000 .500 .000 .500 .000 .000 .000 .000 .500 .500 .000 .500 .000 .333 .250 .313 1048
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

POBox 1178
Corona, CA 92878
(951) 268-6268
City of Ciovis
N/S: Willow Avenue
EA/V: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Riaht 1Add. Total Left 1 Thru Riaht 1Add. Total Left Thru Riaht 1Ado. Total Left 1 Thru Riaht 1Add. 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 1 0 1 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Grand Total 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
Apprch % 0 0 0 0 0 0 0 100 0 0 0 0
Total % 0 0 0 0 0 0 0 0 0 100 0 100 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Left 1 Thru 1Riaht 1add. Total Int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 1 0 1 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
% App. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .500 1049
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out , , !n_ .Total ZZU roi r2]
01 01 q1
Left
u
Right Thru
CQ 3
O
o—'
—I
E , £ 1
H
s
Peak Hour Data
T
North
Peak Hour Begins at 05:00 P^|l
3 Axle Vehicles
tj
2 H
1 ^
' a
1-^
3 _ a
3 -•
>
^ T
Left Thru Rioht
Ol 2l 0l
1] u 1]
Out In Total
Willnw Awni.A
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
% Add. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 1050
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
EJ\N: Behymer Avenue
Weather: Clear
File Name : 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 4+ Axle Trucks
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time Left Thru Riaht 1Add. Total Left 1 Thru RIaht 1Add. Total Left Thru Rioht 1Add. Total Left 1 Thru Riaht 1Aoo. 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 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Grand Total 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
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
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
start Time Left 1 Thru 1RIaht 1aod. Total Left 1 Thru 1RIaht 1add. Total Left 1 Thru 1Rioht 1add. Total Left 1 Thru 1Rioht 1add. Total Int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
% Add. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 1051
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 60x1178
Corona, CA 92878
(961)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Betiymer Avenue
Weather: Clear
File Name ; 13_CVS_Will_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out In ,Total
01 01
Right Thru Leftu
Right Thn ^ i
< C
E ^
COS
o—I
Peak Hour Data
T
North u
Peak Hour Begins at 05:00 P^jl
4-I- Axle Trucks
' a
I—^
C9
<0
1 _ o
3 <D
*1 I
Left Thru Right I ^01 1| y 01
!o] 3
Out in Total
Wlllnw Auoniio
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
% Add. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 1052
AGENDA ITEM NO. 15.

Location: Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Date: 3/6/2024
Day: Wednesday

PEDESTRIANS
North Leg East Leg South Leg West Leg
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
7:00 AM 0 0 0 1 1
7:15 AM 0 0 0 0 0
7:30 AM 0 0 0 1 1
7:45 AM 0 0 0 1 1
8:00 AM 0 0 0 4 4
8:15 AM 0 0 0 2 2
8:30 AM 0 0 0 0 0
8:45 AM 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 9 9
North Leg East Leg South Leg West Leg
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
4:00 PM 0 0 0 1 1
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 1 1
4:45 PM 0 0 0 0 0
5:00 PM 0 0 0 0 0
5:15 PM 0 0 0 0 0
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 2 2
Counts Unlimited, inc.

P0 8exll78
Corona, CA 92878
951-268-6268
1053
AGENDA ITEM NO. 15.

Location:

N/S;
EAV:

Ciovis
Willow Avenue
Behymer Avenue
Date: 3/6/2024
Day: Wednesday
Southbouni Westbound Northbound Eastbound
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 1 3
7:30 AM 0 0 0 0 0 0 0 0 0 1 0 0 1
7;4SAM 0 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 3 0 2 0 0 5
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 3
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 1 0 0 2
TOTAL VOLUMES: 0 0 0 0 0 0 0 11 0 4 0 1 16
Southbounc Westbounc Northboum Eastbound
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1
4:15 PM 0 3 0 0 0 0 0 1 0 0 0 0 4
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 2
4:45 PM 0 2 0 0 0 0 0 3 0 0 0 0 5
5:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 4
5:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 3
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 1
TOTAL VOLUMES: 0 12 1 0 0 0 0 6 0 1 0 0 20
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
9S1-268-6268
1054
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_Wiil_Per AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 Axie Vehicles - 3 Axle Vehicies - 4+ Axie Trucks Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 07:00 AM 73 6 79 24 45 69 13 47 60 208
07:15 AM 124 10 134 22 84 106 10 56 66 306
07:30 AM 177 21 198 46 108 154 29 69 98 450
07:45 AM 181 22 203 24 170 194 29 59 88 485
Total 555 59 614 116 407 523 81 231 312 1449
08:00 AM 171 16 187 29 165 194 56 29 85 466
08:15 AM 181 27 208 16 168 184 51 46 97 489
08:30 AM 225 34 259 19 182 201 29 33 62 522
08:45 AM 159 12 171 29 149 178 25 25 50 399
Total 736 89 825 93 664 757 161 133 294 1876
Grand Total 1291 148 1439 209 1071 1280 242 364 606 3325 Apprch % 89.7 10.3 16.3 83.7 39.9 60.1
Total % 38.8 4.5 43.3 6.3 32.2 38.5 7.3 10.9 18.2
Passenger Vehicles 1258 147 1405 208 1046 1254 239 358 597 3256 % Passenaer Vehicles 97.4 99.3 97.6 99.5 97.7 98 98.8 98.4 98.5 97.9 Large 2 Axle Vehicles 28 1 29 0 19 19 2 4 6 54
% Larae 2 Axle Vehicles 2.2 0.7 2 0 1.8 1.5 0.8 1.1 1 1.6 3 Axle Vehicies 3 0 3 1 5 6 1 1 2 11
% 3 Axle Vehicles 0.2 0 0.2 0.5 0.5 0.5 0.4 0.3 0.3 0.3 4+ Axle Trucks 2 0 2 0 1 1 0 1 1 4
% 4+ Axle Trucks 0.2 0 0.1 0 0.1 0.1 0 0.3 0.2 0.1
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:45 AM 181 22 203 24 170 194 29 59 88 485
08:00 AM 171 16 187 29 165 194 56 29 85 466
08:15 AM 181 27 208 16 168 184 51 46 97 489
08:30 AM 225 34 259 19 182 201 29 33 62 522
Total Volume 758 99 857 88 685 773 165 167 332 1962
% Add. Total 88.4 11.6 11.4 88.6 49.7 50.3
PHF .842 .728 .827 .759 .941 .961 .737 .708 .856 .940
1055
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
EWV: Perrin Avenue
Weather: Clear
File Name : 14_CVS_WIII_Per AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
OMt , , In , ,Total 8501 I 8571 riTO^
991 758!
Right Thru i
E
a> Q. 1
3 o
■n
Peak Hour Data
T
North
Peak Hour Begins at 07:45 A^jl
Passenger Vehicles
Large 2 Axle Vehicles 3 A^e Vehicles
4+ Axle Trucks
^ T
Uft Thru ,
^88! pi
r~^ r~^
Out In Total
Willnw AuAniia
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:30 AM
+0 mins. 181 22 203 24 170 194 29 69 98
+15 mIns. 171 16 187 29 165 194 29 59 88
+30 mIns. 181 27 208 16 168 184 56 29 85
+45 mIns. 225 34 259 19 182 201 51 46 97
Total Volume 758 99 857 88 685 773 165 203 368
% Add. Total 88.4 11.6 11.4 88.6 44.8 55.2
PHF .842 .728 .827 .759 .941 .961 .737 .736 .939
1056
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
EA/V: Peirin Avenue
Weather: Clear
File Name : 14_CVS_WilLPer AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Willow Avenue
Northbound
Perrin Avenue
Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 07:00 AM 71 6 77 24 42 66 13 47 60 203
07:15 AM 120 10 130 22 80 102 10 55 65 297
07:30 AM 175 21 196 46 106 152 29 67 96 444
07:45 AM 178 22 200 23 165 188 28 57 85 473
Total 544 59 603 115 393 508 80 226 306 1417
08:00 AM 163 16 179 29 161 190 54 28 82 451
08:15 AM 173 26 199 16 165 181 51 46 97 477
08:30 AM 220 34 254 19 179 198 29 33 62 514
08:45 AM 158 12 170 29 148 177 25 25 50 397
Total 714 88 802 93 653 746 159 132 291 1839
Grand Total 1258 147 1405 208 1046 1254 239 358 597 3256 Apprch % 89.5 10.5 16.6 83.4 40 60
Total % 38.6 4.5 43.2 6.4 32.1 38.5 7.3 11 18.3
Willow Avenue
Southbound
Willow Avenue
Northbound
Perrin Avenue
Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 178 22 200 23 165 188 28 57 85 473
08:00 AM 163 16 179 29 161 190 54 28 82 451
08:15 AM 173 26 199 16 165 181 51 46 97 477
08:30 AM 220 34 254 19 179 198 29 33 62 514
Total Volume 734 98 832 87 670 757 162 164 326 1915
% App. Total 88.2 11.8 11.5 88.5 49.7 50.3
PHF .834 .721 .819 .750 .936 .956 .750 .719 .840 .931
1057
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
EA/V: Perrin Avenue
Weather: Clear
File Name : 14_CVS_WiII_Per AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out In Total i832! r"^ nS
981 7341
Right Thru ^ i
Peak Hour Data
%-T North
Peak Hour Begins at 07:45 A^jl
Passenger Vehicles
*1 T
Left Thru
i .871 6701
~8^ r~757i nisg
Out In Total
WHInw AupniiA
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM
+0 mins. 178 22 200 23 165 188 28 57 85
+15 mins. 163 16 179 29 161 190 54 28 82
+30 mins. 173 26 199 16 165 181 51 46 97
+45 mins. 220 34 2S4 19 179 198 29 33 62
Total Volume 734 98 832 87 670 757 162 164 326
% Add. Total 88.2 11.8 11.5 88.5 49.7 50.3
PHF .834 .721 .819 .750 .936 .956 .750 .719 .840
1058
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiilow Avenue
EM: Perrin Avenue
Weather: Clear
File Name : 14_CVS_WilLPer AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Large 2 Axie Vehicles
Willow Avenue
Southbound
Willow Avenue
Northbound
Perrin Avenue
Eastbound
Start Time Thru 1 Riaht 1 Add. Totai Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total int. Total 07:00 AM 2 0 2 0 2 2 0 0 0 4
07:15 AM 4 0 4 0 4 4 0 0 0 8
07:30 AM 2 0 2 0 1 1 0 1 1 4
07:45 AM 3 0 3 0 2 2 1 2 3 8
Totai 11 0 11 0 9 9 1 3 4 24
08:00 AM 5 0 5 0 4 4 1 1 2 11
08:15 AM 6 1 7 0 3 3 0 0 0 10
08:30 AM 5 0 5 0 3 3 0 0 0 8
08:45 AM 1 0 1 0 0 0 0 0 0 1
Total 17 1 18 0 10 10 1 1 2 30
Grand Total 28 1 29 0 19 19 2 4 6 54
Apprch % 96.6 3.4 0 100 33.3 66.7
Total % 51.9 1.9 53.7 0 35.2 35.2 3.7 7.4 11.1
Willow Avenue
Southbound
Willow Avenue
Northbound
Perrin Avenue
Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Totai Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 3 0 3 0 2 2 1 2 3 8
08:00 AM 5 0 5 0 4 4 1 1 2 11
08:15 AM 6 1 7 0 3 3 0 0 0 10
08:30 AM 5 0 5 0 3 3 0 0 0 8
Total Volume 19 1 20 0 12 12 2 3 5 37
% Add. Total 95 5 0 100 40 60
PHF .792 .250 .714 .000 .750 .750 .500 .375 .417 .841
1059
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiilow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_Will_Per AMC
Site Code ; 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
-Out-, , [n Total Za rr^ 13^
I '1i 'l9l
Right Thru ^ i
Peak Hour Data
North
Peak Hour Begins at 07:45 AAjl
Large 2 Axle Vehldes
*1 T
Left Thru
I 22] I 12! 'M
Out In Total
Willow AwniiA
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM
+0 mins. 3 0 3 0 2 2 1 2 3
+15 mins. 5 0 5 0 4 4 1 1 2
+30 mins. 6 1 7 0 3 3 0 0 0
+45 mins. 5 0 5 0 3 3 0 0 0
Total Volume 19 1 20 0 12 12 2 3 5
% Add. Total 95 5 0 100 40 60
PHF .792 .250 .714 .000 .750 .750 .500 .375 .417
1060
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 00x1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: Willow Avenue
E/W: Penrin Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
14_CVS_WiIi
00324176
3/6/2024
1 PerAMC
Groups Printed- 3 Axle Vehicles
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Rioht 1 App. Total Left 1 Thru 1 Add. Total Left 1 Rioht 1 Add. Totai Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 1 1 0 1 1 2
07:45 AM 0 0 0 1 3 4 0 0 0 4
Total 0 0 0 1 4 5 0 1 1 6
08:00 AM 2 0 2 0 0 0 1 0 1 3
08:15 AM 1 0 1 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 1 1 0 0 0 1
Total 3 0 3 0 1 1 1 0 1 5
Grand Total 3 0 3 1 5 6 1 1 2 11
Apprch % 100 0 16.7 83.3 50 50
Total % 27.3 0 27.3 9.1 45.5 54.5 9.1 9.1 18.2
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Rioht 1 Add. Totai Left 1 Thru 1 Add. Total Left 1 Rioht 1 Add. Totai Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire intersection Begins at 07:45 AM
07:45 AM 0 0 0 1 3 4 0 0 0 4
08:00 AM 2 0 2 0 0 0 1 0 1 3
08:15 AM 1 0 1 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 3 0 3 1 3 4 1 0 1 8
% Add. Total 100 0 25 75 100 0
PHF .375 .000 .375 .250 .250 .250 .250 .000 .250 .500
1061
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
EyW: Perrin Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
14_CVS_Will
00324176
3/6/2024
2 PerAMC
Willow Avenue
Otit , , in__, ,Total __3 1 3] [ 7]
Ql 3l
Right Thru ^ i
<-
c
'E
9 Q. I
a
O
9—'
hi
Peak Hour Data
T
North
Peak Hour Begins at 07:45
3 Axle Vehides
*1 I
Left Thru
I .11 .31
3 Out In Total
Witlnw A»«»r...o
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 0 0 1 3 4 0 0 0
+15 mins. 2 0 2 0 0 0 1 0 1
+30 mins. 1 0 1 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Totai Volume 3 0 3 1 3 4 1 0 1
% Add. Total 100 0 25 75 100 0
PHF .375 .000 .375 .250 .250 .250 .250 .000 .250
1062
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Perrin Avenue
Weather; Clear
File Name : 14_CVS_Will_Per AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Grouos Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Willow Avenue
Northbound
Perrin Avenue
Eastbound
Start Time Thru 1 Riaht 1 Add. Totai Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Totai Int. Total 07:00 AM 0 0 0 0 1 1 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 1 1 1
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 1 1 0 1 1 2
08:00 AM 1 0 1 0 0 0 0 0 0 1
08:15 AM 1 0 1 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 2 0 2 0 0 0 0 0 0 2
Grand Total 2 0 2 0 1 1 0 1 1 4
Apprch % 100 0 0 100 0 100
Total % 50 0 50 0 25 25 0 25 25
Willow Avenue
Southbound
Willow Avenue
Northbound
Perrin Avenue
Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Totai Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 1 0 1 0 0 0 0 0 0 1
08:15 AM 1 0 1 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 2 0 2 0 0 0 0 0 0 2
% Add. Total 100 0 0 0 0 0
PHF .500 .000 .500 .000 .000 .000 .000 .000 .000 .500
1063
AGENDA ITEM NO. 15.

Counts Unlimited. Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
EA/V: Perrin Avenue
Weather: Clear
File Name : 14_CVS_WilLPer AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Ovt , , In , ,Total _I2 [_2
, rn , I Ql 21
Right Thru ^ i
Peak Hour Data
E
o
Q. I
3 o
Ig 't' o—'
ilr
North
Peak Hour Begins at 07:45 Ailjl
4+ Axle Trucks
^ T
Left Thru
3 I 21
Out In Total
Wlllf>w Auariib
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 1 0 1 0 0 0 0 0 0
+30 mins. 1 0 1 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 2 0 2 0 0 0 0 0 0
% Add. Total 100 0 0 0 0 0
PHF .500 .000 .500 .000 .000 .000 .000 .000 .000
1064
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
HIS: Willow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_WilLPer PMC
Site Code ; 00324176
Start Date : 31612024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 04:00 PM 170 19 189 42 171 213 27 36 63 465
04:15 PM 135 20 155 47 144 191 21 40 61 407
04:30 PM 164 13 177 47 168 215 17 44 61 453
04:45 PM 149 17 166 63 178 241 21 39 60 467
Total 618 69 687 199 661 860 86 159 245 1792
05:00 PM 213 20 233 39 194 233 26 47 73 539
05:15 PM 148 22 170 60 203 263 26 48 74 507
05:30 PM 166 26 192 45 210 255 29 54 83 530
05:45 PM 144 21 165 55 248 303 33 44 77 545
Total 671 89 760 199 855 1054 114 193 307 2121
Grand Total 1289 158 1447 398 1516 1914 200 352 552 3913 Apprch % 89.1 10.9 20.8 79.2 36.2 63.8
Total % 32.9 4 37 10.2 38.7 48.9 5.1 9 14.1
Passenger Vehicles 1280 158 1438 396 1502 1898 200 351 551 3887 % Passencer Vehicles 99.3 100 99.4 99.5 99.1 99.2 100 99.7 99.8 99.3 Large 2 Axle Vehicles 8 0 8 1 9 10 0 1 1 19
% Larae 2 Axle Vehicles 0.6 0 0.6 0.3 0.6 0.5 0 0.3 0.2 0.5 3 Axle Vehicles 0 0 0 1 0 1 0 0 0 1
% 3 Axle Vehicles 0 0 0 0.3 0 0.1 0 0 0 0
4+ Axle Trucks 1 0 1 0 5 5 0 0 0 6
% 4+ Axle Trucks 0.1 0 0.1 0 0.3 0.3 0 0 0 0.2
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left Riaht 1 Add. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 213 20 233 39 194 233 26 47 73 539
05:15 PM 148 22 170 60 203 263 26 48 74 507
05:30 PM 166 26 192 45 210 255 29 54 83 530
05:45 PM 144 21 165 55 248 303 33 44 77 545
Total Volume 671 89 760 199 855 1054 114 193 307 2121
% Add. Total 88.3 11.7 18.9 81.1 37.1 62.9
PHF .788 .856 .815 .829 .862 .870 .864 .894 .925 .973
1065
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Wiliow Avenue
E/W: Perrin Avenue
Weather: Ciear
File Name : 14_CVS_Wili_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out , ^ In , ,Total 9691 I 7601 I 1729!
I 89! 671!
Right Thru i
Peak Hour Data
E
(D 0. J
a
O
©—'
North
2 Peak Hour Begins at 05:00 P^
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+Axle Trucks
^ T
Left Thai
1991 8551
^ Ro^
Out In Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 04:45 PM 05:00 PM 05:00 PM
+0 mins. 149 17 166 39 194 233 26 47 73
+15 mins. 213 20 233 60 203 263 26 48 74
+30 mins. 148 22 170 45 210 255 29 54 83
+45 mins. 166 26 192 55 248 303 33 44 77
Total Volume 676 85 761 199 855 1054 114 193 307
% Add. Total 88.8 11.2 18.9 81.1 37.1 62.9
PHF .793 .817 .817 .829 .862 .870 .864 .894 .925
1066
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Penin Avenue
Weather Clear
File Name
Site Code
Start Date : 3/6/2024
Page No : 1
: 14_CVS_Will_Per PMC
:00324176
Groups Printed- Passenger Vehicles
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Rioht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 04:00 PM 168 19 187 42 170 212 27 36 63 462
04:15 PM 133 20 153 47 142 189 21 40 61 403
04:30 PM 163 13 176 47 166 213 17 44 61 450
04:45 PM 148 17 165 63 177 240 21 39 60 465
Total 612 69 681 199 655 854 86 159 245 1780
05:00 PM 211 20 231 39 191 230 26 47 73 534
05:15 PM 148 22 170 59 201 260 26 48 74 504
05:30 PM 165 26 191 44 208 252 29 53 82 525
05:45 PM 144 21 165 55 247 302 33 44 77 544
Total 668 89 757 197 847 1044 114 192 306 2107
Grand Total 1280 158 1438 396 1502 1898 200 351 551 3887 Apprch % 89 11 20.9 79.1 36.3 63.7
Total % 32.9 4.1 37 10.2 38.6 48.8 5.1 9 14.2
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 211 20 231 39 191 230 26 47 73 534
05:15 PM 148 22 170 59 201 260 26 48 74 504
05:30 PM 165 26 191 44 208 252 29 53 82 525
05:45 PM 144 21 165 55 247 302 33 44 77 544
Total Volume 668 89 757 197 847 1044 114 192 306 2107
% Add. Total 88.2 11.8 18.9 81.1 37.3 62.7
PHF .791 .856 .819 .835 .857 .864 .864 .906 .933 .968
1067
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S; Wiliow Avenue
E/W: Perrin Avenue
Weather; Clear
File Name : 14_CVS_WiII_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out In Total
9 611
891 668!
Right Thai ^ i
Peak Hour Data
T
North
Peak Hour Begins at 05:00 PAjl
Passenger Vehicles
^ I
Left Thru
I 1971 8471
86g I 10441 ri904l
Out in Total
Witlnw AvBn.iA
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
+0 mins.
+15 mins.
+30 mins.
+45 mins.
05:00 PM
211
148
165
144
20 22
26 21
231
170
191
165
05:00 PM
39 59
44 55
191
201
208
247
230
260
252
302
05:00 PM
26 26
29 33
47 48
53 44
73 74
82 77
Totai Volume
% Add. Total
668

88.2 89

11.8 757 197

18.9 847

81.1 1044 114

37.3 192

62.7 306
PHF .791 .856 .819 .835 .857 .864 .864 .906 .933
1068
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Perrin Avenue
Weather; Clear
File Name : 14_CVS_Will_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Large 2 Axle Vehicles
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 04:00 PM 2 0 2 0 1 1 0 0 0 3
04:15 PM 1 0 1 0 2 2 0 0 0 3
04:30 PM 1 0 1 0 2 2 0 0 0 3
04:45 PM 1 0 1 0 0 0 0 0 0 1
Total 5 0 5 0 5 5 0 0 0 10
05:00 PM 2 0 2 0 2 2 0 0 0 4
05:15 PM 0 0 0 1 1 2 0 0 0 2
05:30 PM 1 0 1 0 0 0 0 1 1 2
05:45 PM 0 0 0 0 1 1 0 0 0 1
Total 3 0 3 1 4 5 0 1 1 9
Grand Total 8 0 8 1 9 10 0 1 1 19
Apprch % 100 0 10 90 0 100
Total % 42.1 0 42.1 5.3 47.4 52.6 0 5.3 5.3
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 2 0 2 0 2 2 0 0 0 4
05:15 PM 0 0 0 1 1 2 0 0 0 2
05:30 PM 1 0 1 0 0 0 0 1 1 2
05:45 PM 0 0 0 0 1 1 0 0 0 1
Total Volume 3 0 3 1 4 5 0 1 1 9
% Add. Total 100 0 20 80 0 100
PHF .375 .000 .375 .250 .500 .625 .000 .250 .250 .563
1069
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Willow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_Will_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Ovt , , In Total 4l I , 3| I 7]
01 31
Right Thru i
Peak Hour Data
North
Peak Hour Begins at 05:00 P^|l
Large 2 Axle Vehicles
^ I
Left Thru
ID
D
Out In Total
Wi'lnw Ax/cnuo
Peak Hour Analysis From 05:00 PM to 05:45 PM
Peak Hour for Each Approach Begins at:

Peak 1 of 1
+0 mins.
+15 mins.
+30 mins.
+45 mins.
05:00 PM
2 0
1 0^
05:00 PM
0 1
0 0
05:00 PM
0 0
0 0
Total Volume
% Add. Total
3 100
1 20
4 80
1 100
PHF .375 .000 .375 .250 .500 .625 .000 .250 .250
1070
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_Will_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 1 0 1 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 1 0 1 0 0 0 1
Grand Total 0 0 0 1 0 1 0 0 0 1
Apprch % 0 0 100 0 0 0
Total % 0 0 0 100 0 100 0 0 0
Willow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 1 0 1 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 1 0 1 0 0 0 1
% Add. Total 0 0 100 0 0 0
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000 .250
1071
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Wiilow Avenue
EM: Perrin Avenue
Weather: Ciear
File Name : 14_CVS_Wiil_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
Out ^ [n Total 51 I 01 I 01
01 01
Right Thru ^ i
E
a> a j3
o
ffi—'
Peak Hour Data
T
North
Peak Hour Begins at 05:00 Pt(l
3 Axle Vehicles
I 01
^ T
Left Thru
Out In Total
Willnw Avftniio
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 1 0 1 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Totai Volume 0 0 0 1 0 1 0 0 0
% Add. Total 0 0 100 0 0 0
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000
1072
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Wiiiow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_Wili_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 4+ Axle Trucks
Wiiiow Avenue Wiiiow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Left 1 Riaht 1 Add. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 1 0 1 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 1 1 0 0 0 1
Total 1 0 1 0 1 1 0 0 0 2
05:00 PM 0 0 0 0 1 1 0 0 0 1
05:15 PM 0 0 0 0 1 1 0 0 0 1
05:30 PM 0 0 0 0 2 2 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 4 4 0 0 0 4
Grand Total 1 0 1 0 5 5 0 0 0 6
Apprch % 100 0 0 100 0 0
Total % 16.7 0 16.7 0 83.3 83.3 0 0 0
Wiiiow Avenue Willow Avenue Perrin Avenue
Southbound Northbound Eastbound
Start Time Thru 1 Riaht 1 Add. Total Left 1 Thru i Add. Total Left 1 Riaht 1 Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 1 1 0 0 0 1
05:15 PM 0 0 0 0 1 1 0 0 0 1
05:30 PM 0 0 0 0 2 2 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 4 4 0 0 0 4
% App. Total 0 0 0 100 0 0
PHF .000 .000 .000 .000 .500 .500 .000 .000 .000 .500
1073
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Willow Avenue
E/W: Perrin Avenue
Weather: Clear
File Name : 14_CVS_WIII_Per PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Willow Avenue
JjJtsL r4\
01 01
Right Thru i
©—'
ir~i
Peak Hour Data
T
North
Peak Hour Begins at 05:00 PA I
4+ Axle Trucks
^ T
Left Thru
Out In Total
Willow Avftnn»
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 1 1 0 0 0
+15 mins. 0 0 0 0 1 1 0 0 0
+30 mins. 0 0 0 0 2 2 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 4 4 0 0 0
% Add. Total 0 0 0 100 0 0
PHF .000 .000 .000 .000 .500 .500 .000 .000 .000
1074
AGENDA ITEM NO. 15.

Location:

N/S;
EAV;
Clovis
Willow Avenue
Perrin Avenue
Date: 3/6/2024
Day: Wednesday

PEDESTRIANS
North Leg East Leg South Leg West Leg
Willow Avenue Dead End Willow Avenue Perrin Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
7:00 AM 0 0 0 0 0
7:15 AM 0 0 0 0 0
7:30 AM 0 0 0 0 0
7:45 AM 0 0 0 2 2
8:00 AM 0 0 0 1 1
8:15 AM 0 0 0 0 0
8:30 AM 0 0 0 0 0
8:45 AM 0 0 0 1 1
TOTAL VOLUMES: 0 0 0 4 4
North Leg East Leg South Leg West Leg
Willow Avenue Dead End Willow Avenue Perrin Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
4:00 PM 0 0 0 0 0
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 0 0
4:45 PM 0 0 0 0 0
5:00 PM 0 0 0 2 2
5:15 PM 0 0 0 2 2
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 4 4
Counts Unlimited, Inc.

PO Box 1178
Corona. CA 92878
951-268-6268
1075
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Clovis
Willow Avenue
Perrtn Avenue
Date: 3/6/2024
Day: Wednesday

BICYCLES
Southbound Westbound Northbound Eastbound
V Vlllow Avenue Dead End Willow Avenue Perrin Avenue
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 2
7:30 AM 0 1 0 0 0 0 0 1 0 0 0 0 2
7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 3 0 0 0 0 3
8:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 2
8:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 2
8:45 AM 0 0 0 0 0 0 0 3 0 1 0 0 4
TOTAL VOLUMES: 0 1 0 0 0 0 0 14 0 1 0 0 16
Southbounc Westbound Northbound Eastbound
Willow Avenue Dead End Willow Avenue Perrin Avenue
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1
4:15 PM 0 3 0 0 0 0 0 2 0 0 0 0 5
4:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1
4:45 PM 0 2 0 0 0 0 1 3 0 0 0 0 6
5:00 PM 0 4 0 0 0 0 2 0 0 0 0 2 8
5:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 2
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2
TOTAL VOLUMES: 0 12 0 0 0 0 3 8 0 0 0 2 25
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
9S1-268-6268
1076
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Peach Avenue
EyW: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 RIaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total 07:00 AM 1 0 1 34 0 34 0 39 39 74
07:15 AM 0 0 0 58 0 58 0 32 32 90
07:30 AM 0 0 0 118 1 119 0 42 42 161
07:45 AM 0 0 0 104 0 104 0 69 69 173
Total 1 0 1 314 1 315 0 182 182 498
08:00 AM 0 0 0 72 0 72 0 65 65 137
08:15 AM 1 0 1 50 0 50 0 48 48 99
08:30 AM 0 0 0 69 0 69 1 42 43 112
08:45 AM 0 0 0 70 0 70 0 43 43 113
Total 1 0 1 261 0 261 1 198 199 461
Grand Total 2 0 2 575 1 576 1 380 381 959
Apprch % 100 0 99.8 0.2 0.3 99.7
Total % 0.2 0 0.2 60 0.1 60.1 0.1 39.6 39.7
Passenger Vehicles 2 0 2 566 1 567 1 368 369 938
% Passenaer Vehicles 100 0 100 98.4 100 98.4 100 96.8 96.9 97.8 Large 2 Axle Vehicles 0 0 0 6 0 6 0 8 8 14
% Lame 2 Axle Vehicles 0 0 0 1 0 1 0 2.1 2.1 1.5
3 Axle Vehicles 0 0 0 1 0 1 0 1 1 2
% 3 Axle Vehicles 0 0 0 0.2 0 0.2 0 0.3 0.3 0.2
4+ Axle Trucks 0 0 0 2 0 2 0 3 3 5
%4+/\xle Trucks 0 0 0 0.3 0 0.3 0 0.8 0.8 0.5
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 RIaht 1 Add. Total Thru Right 1 Add. Total LeftI Thru 1 App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:30 AM 0 0 0 118 1 119 0 42 42 161
07:45 AM 0 0 0 104 0 104 0 69 69 173
08:00 AM 0 0 0 72 0 72 0 65 65 137
08:15 AM 1 0 1 50 0 50 0 48 48 99
Total Volume 1 0 1 344 1 345 0 224 224 570
% Add. Total 100 0 99.7 0.3 0 100
PHF .250 .000 .250 .729 .250 .725 .000 .812 .812 .824
1077
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather; Clear
File Name
Site Code
Start Date
Page No
: 20_CVS_Peach
: 00324176
: 3/6/2024
:2
Beh AMC
Peach Avenue
-QuL, , [n Total zzai nm
I ol
Right Left 7 L,
< c
AO'S
%-T
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AAjl
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
t--i
5"®
sr
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:00 AM 07:15 AM 07:45 AM
+0 mins. 1 0 1 58 0 58 0 69 69
+15 mins. 0 0 0 118 1 119 0 65 65
+30 mins. 0 0 0 104 0 104 0 48 48
+45 mins. 0 0 0 72 0 72 1 42 43
Totai Volume 1 0 1 352 1 353 1 224 225
% Add. Total 100 0 99.7 0.3 0.4 99.6
PHF .250 .000 .250 .746 .250 .742 .250 .812 .815
1078
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
1 Beh AMC
Groups Printed- Passenoer Vehicles
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Total Lefll Thru 1 Add. Total Int. Total 07:00 AM 1 0 1 32 0 32 0 39 39 72
07:15 AM 0 0 0 56 0 56 0 29 29 85
07:30 AM 0 0 0 117 1 118 0 42 42 160
07:45 AM 0 0 0 104 0 104 0 66 66 170
Total 1 0 1 309 1 310 0 176 176 487
08:00 AM 0 0 0 68 0 68 0 63 63 131
08:15 AM 1 0 1 50 0 50 0 46 46 97
08:30 AM 0 0 0 69 0 69 1 41 42 111
08:45 AM 0 0 0 70 0 70 0 42 42 112
Total 1 0 1 257 0 257 1 192 193 451
Grand Total 2 0 2 566 1 567 1 368 369 938
Apprch % 100 0 99.8 0.2 0.3 99.7
Total % 0.2 0 0.2 60.3 0.1 60.4 0.1 39.2 39.3
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 0 0 0 117 1 118 0 42 42 160
07:45 AM 0 0 0 104 0 104 0 66 66 170
08:00 AM 0 0 0 68 0 68 0 63 63 131
08:15 AM 1 0 1 50 0 50 0 46 46 97
Total Volume 1 0 1 339 1 340 0 217 217 558
% App. Total 100 0 99.7 0.3 0 100
PHF .250 .000 .250 .724 .250 .720 .000 .822 .822 .821
1079
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
2 Beh AMC
Peach Avenue
Out , , l!l_ Total CZIi] □] LZU
is;
Right Left
< c
® —
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AA|I
Passenger Vehicles
t--i
r
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 117 1 118 0 42 42
+15 mins. 0 0 0 104 0 104 0 66 66
+30 mins. 0 0 0 68 0 68 0 63 63
+45 mins. 1 0 1 50 0 50 0 46 46
Total Volume 1 0 1 339 1 340 0 217 217
% Add. Total 100 0 99.7 0.3 0 100
PHF .250 .000 .250 .724 .250 .720 .000 .822 .822
1080
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona. CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
1 Beh AMC
Groups Printed- Large 2 Axle Vehicles
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Totai Thru Riaht 1 Add. Totai LeftI Thru 1 Add. Total Int. Total 07:00 AM 0 0 0 1 0 1 0 0 0 1
07:15 AM 0 0 0 2 0 2 0 3 3 5
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 1 1 1
Totai 0 0 0 3 0 3 0 4 4 7
08:00 AM 0 0 0 3 0 3 0 2 2 5
08:15 AM 0 0 0 0 0 0 0 2 2 2
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Totai 0 0 0 3 0 3 0 4 4 7
Grand Total 0 0 0 6 0 6 0 8 8 14
Apprch % 0 0 100 0 0 100
Total % 0 0 0 42.9 0 42.9 0 57.1 57.1
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Totai Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 1 1 1
08:00 AM 0 0 0 3 0 3 0 2 2 5
08:15 AM 0 0 0 0 0 0 0 2 2 2
Total Volume 0 0 0 3 0 3 0 5 5 8
% Add. Total 0 0 100 0 0 100
PHF .000 .000 .000 .250 .000 .250 .000 .625 .625 .400
1081
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Peach Avenue
Out , lo_ Total
I 'Ql 'Ql
Right Left 4-1 U
Peak Hour Data
< c
e '
CD 3
North
Peak Hour Begins at 07:30 AA|!
Large 2 Axle Vehicles
_ o
>
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 1 1
+30 mins. 0 0 0 3 0 3 0 2 2
+45 mins. 0 0 0 0 0 0 0 2 2
Total Volume 0 0 0 3 0 3 0 5 5
% Add. Total 0 0 100 0 0 100
PHF .000 .000 .000 .250 .000 .250 .000 .625 .625
1082
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO 60x1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
1 Beh AMC
Groups Printed- 3 Axle Vehicles
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Totai LeftI Thru 1 Add. Totai int. Totai 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 1 0 1 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 1 0 1 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 0 0 1 1 1
Grand Total 0 0 0 1 0 1 0 1 1 2
Apprch % 0 0 100 0 0 100
Total % 0 0 0 50 0 50 0 50 50
Peach Avenue
Southbound
Behymer Avenue
Westbound
Behymer Avenue
Eastbound
Start Time Left 1 Riaht 1 Add. Totai Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Int. Total Peak Hour Anaiysis Fr
Peak Hour for Entire ir
07:30 AM
07:45 AM
08:00 AM
08:15 AM
om 07:30 AM to 08:15 AM - Peak 1
itersection Begins at 07:30 AM
0 0 0
0 0 0
0 0 0
0 0 0
3f1
1 0 1
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 0
0 0
Total Volume
% Add. Total
0 0 0
0 0
1 0 1
100 0
0 0 0
0 0
1 PHF .000 .000 .000 .250 .000 .250 .000 .000 .000 .250 1083
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Peach Avenue
■OMt ■ , !ll_ ,Total ziq] ro\
I Ql QI
Right Left Z? u
< c
o
%jT
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AAjl
3 Axle Vehicles
tj
>
5"®
So
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
+0 mins.
+15 mIns.
+30 mins.
+45 mins.
07:30 AM
0 0
0 0^
07:30 AM
1 0
0 0
07:30 AM
0 0
0 0
Total Volume
% Add. Total
1 100
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000
1084
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 1
Groups Printed- 4+ Axle Trucks
Peach Avenue
Southbound
Behymer Avenue
Westbound
Behymer Avenue
Eastbound
Start Time Left 1 RIaht 1 Add. Total Thru RIaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total 07:00 AM 0 0 0 1 0 1 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 2 2 2
Total 0 0 0 1 0 1 0 2 2 3
08:00 AM 0 0 0 1 0 1 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 1 1 1
08:45 m 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 1 0 1 0 1 1 2
Grand Total 0 0 0 2 0 2 0 3 3 5
Apprch % 0 0 100 0 0 100
Total % 0 0 0 40 0 40 0 60 60
Peach Avenue
Southbound
Behymer Avenue
Westbound
Behymer Avenue
Eastbound
Start Time Left 1 RIaht 1 Add. Total Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Int. Total Peak Hour Anaiysis Fr
Peak Hour for Entire Ir
07:30 AM
07:45 AM
08:00 AM
08:15 AM
om 07:30 AM to 08:15 AM - Peak 1
itersection Begins at 07:30 AM
0 0 0
0 0 0
0 0 0
0 0 0
3f 1
0 0 0
0 0 0
1 0 1
0 0 0
0 0 0
0 2 2
0 0 0
0 0 0
0 2
1 0
Total Volume
% Add. Total
0 0 0
0 0
1 0 1
100 0
0 2 2
0 100
3 PHF .000 .000 .000 .250 .000 .250 .000 .250 .250 .375 1085
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Peach Avenue
EA/V: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh AMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Peach Avenue
Out , , In—, .Total __ol I ^
I I
Right Left
< C
e ^
CD 3
Peak Hour Data
T
North
Peak Hour Begins at 07:30 A\l
4+Axle Trucks
3 — <0
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mIns. 0 0 0 0 0 0 0 2 2
+30 mIns. 0 0 0 1 0 1 0 0 0
+45 mIns. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 1 0 1 0 2 2
% Add. Total 0 0 100 0 0 100
PHF .000 .000 .000 .250 .000 .250 .000 .250 .250
1086
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
: 20_CVS_Peach
:00324176
: 3/6/2024
: 1
Beh PMC
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4-t- Axle Trucks Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total 04:00 PM 0 0 0 67 0 67 0 69 69 136
04:15 PM 0 0 0 59 0 59 0 45 45 104
04:30 PM 0 0 0 56 0 56 0 72 72 128
04:45 PM 0 0 0 66 2 68 0 46 46 114
Total 0 0 0 248 2 250 0 232 232 482
05:00 PM 0 0 0 59 0 59 0 82 82 141
05:15 PM 0 1 1 74 0 74 1 61 62 137
05:30 PM 0 0 0 72 0 72 0 50 50 122
05:45 PM 0 0 0 88 0 88 0 48 48 136
Total 0 1 1 293 0 293 1 241 242 536
Grand Total 0 1 1 541 2 543 1 473 474 1018
Apprch % 0 100 99.6 0.4 0.2 99.8
Total % 0 0.1 0.1 53.1 0.2 53.3 0.1 46.5 46.6
Passenger Vehicles 0 1 1 539 2 541 1 467 468 1010
% Passencer VehicJes 0 100 100 99.6 100 99.6 100 98.7 98.7 99.2 Large 2 /\xle Vehicles 0 0 0 2 0 2 0 6 6 8
% Larce 2 Axle Vehicles 0 0 0 0.4 0 0.4 0 1.3 1.3 0.8
3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
4+Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Rioht 1 Add. Total Thru Rioht 1 Apo. Total LeftI Thru 1 Add. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 59 0 59 0 82 82 141
05:15 PM 0 1 1 74 0 74 1 61 62 137
05:30 PM 0 0 0 72 0 72 0 50 50 122
05:45 PM 0 0 0 88 0 88 0 48 48 136
Total Volume 0 1 1 293 0 293 1 241 242 536
% Add. Total 0 100 100 0 0.4 99.6
PHF .000 .250 .250 .832 .000 .832 .250 .735 .738 .950
1087
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
EJ\N: Behymer Avenue
Weather; Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
2 Beh PMC
Peach Avenue
■Qvt . , Total H I ^
1I Ql
^ht Left
u
< c
O
Peak Hour Data
T
North
Peak Hour Begins at 05:00 PKji
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4* Axle Trucks
— a
>
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 04:30 PM 05:00 PM 04:30 PM
+0 mins. 0 0 0 59 0 59 0 72 72
+15 mins. 0 0 0 74 0 74 0 46 46
+30 mins. 0 0 0 72 0 72 0 82 82
+45 mins. 0 1 1 88 0 88 1 61 62
Total Volume 0 1 1 293 0 293 1 261 262
% Add. Total 0 100 100 0 0.4 99.6
PHF .000 .250 .250 .832 .000 .832 .250 .796 .799
1088
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
1 Beh PMC
Groups Printed- Passenoer Vehicles
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Totai Thru Riaht 1 Add. Totai LeftI Thru 1 Add. Total Int. Total 04:00 PM 0 0 0 67 0 67 0 68 68 135
04:15 PM 0 0 0 59 0 59 0 44 44 103
04:30 PM 0 0 0 56 0 56 0 72 72 128
04:45 PM 0 0 0 64 2 66 0 46 46 112
Totai 0 0 0 246 2 248 0 230 230 478
05:00 PM 0 0 0 59 0 59 0 79 79 138
05:15 PM 0 1 1 74 0 74 1 61 62 137
05:30 PM 0 0 0 72 0 72 0 50 50 122
05:45 PM 0 0 0 88 0 88 0 47 47 135
Total 0 1 1 293 0 293 1 237 238 532
Grand Total 0 1 1 539 2 541 1 467 468 1010
Apprch % 0 100 99.6 0.4 0.2 99.8
Total % 0 0.1 0.1 53.4 0.2 53.6 0.1 46.2 46.3
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left r Riaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 59 0 59 0 79 79 138
05:15 PM 0 1 1 74 0 74 1 61 62 137
05:30 PM 0 0 0 72 0 72 0 50 50 122
05:45 PM 0 0 0 88 0 88 0 47 47 135
Total Volume 0 1 1 293 0 293 1 237 238 532
% Add. Total 0 100 100 0 0.4 99.6
PHF .000 .250 .250 .832 .000 .832 .250 .750 .753 .964
1089
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
EJ\N: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh PMC
Site Code : 00324176
Start Date : 31612024
Page No : 2
Peach Avenue
Qtit , , lo_, .Total __i] l^n 121
I '~ii' "I
Right Left ^ L,
< C
® — m 3
O
o—I
Peak Hour Data
T
North
Peak Hour Begins at 05:00 P^|l
Passenger Vehicles
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 59 0 59 0 79 79
+15 mins. 0 1 1 74 0 74 1 61 62
+30 mins. 0 0 0 72 0 72 0 50 50
+45 mins. 0 0 0 88 0 88 0 47 47
Total Volume 0 1 1 293 0 293 1 237 238
% Add. Total 0 100 100 0 0.4 99.6
PHF .000 .250 .250 .832 .000 .832 .250 .750 .753
1090
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date : 3/6/2024
Page No : 1
20_CVS_Peach_Beh PMC
00324176
Groups Printed- Large 2 /^le Vehicles
Peach Avenue
Southbound
Behymer Avenue
Westbound
Behymer Avenue
Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 1 1 1
04:15 PM 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 2 0 2 0 0 0 2
Total 0 0 0 2 0 2 0 2 2 4
05:00 PM 0 0 0 0 0 0 0 3 3 3
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 0 0 4 4 4
Grand Total 0 0 0 2 0 2 0 6 6 8
Apprch % 0 0 100 0 0 100
Total % 0 0 0 25 0 25 0 75 75
Peach Avenue
Southbound
Behymer Avenue
Westbound
Behymer Avenue
Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Int. Total Peak Hour Analysis Fr
Peak Hour for Entire Ir
05:00 PM
05:15 PM
05:30 PM
05:45 PM
om 05:00 PM to 05:45 PM - Peak 1
itersection Begins at 05:00 PM
0 0 0
0 0 0
0 0 0
0 0 0
3f1
0 0 0
0 0 0
0 0 0
0 0 0
0 3 3
0 0 0
0 0 0
0 1 1
3 0
0 1
Total Volume
% Add. Total
0 0 0
0 0
0 0 0
0 0
0 4 4
0 100
4 PHF .000 .000 .000 .000 .000 .000 .000 .333 .333 .333 1091
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather; Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
2 Beh PMC
Peach Avenue
TeliL f ol
I '01 'ol
Right Left
< c
00 3
c ^ m 1
Peak Hour Data
T
North
Peak Hour Begins at 05:00 Pl\|l
Large 2 Axle Vehicles
— <B
>
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 3 3
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 1 1
Total Volume 0 0 0 0 0 0 0 4 4
% Add. Total 0 0 0 0 0 100
PHF .000 .000 .000 .000 .000 .000 .000 .333 .333
1092
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
1 Beh PMC
Groups Printed- 3 Axle Vehicles
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% Add. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
1093
AGENDA ITEM NO. 15.

Counts Unfimited, Inc.

PO 60x1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: Peach Avenue
EA/V: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Peach Avenue
_Qill_ , In , ,Total
01 'ol
^ht Left
u
c
I< c ar rH
E ^
00 3
O
o—I
Peak Hour Data
T
North
Peak Hour Begins at 05:00 PAjl
3 Axle Vehicles
B
— o
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% Add. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
1094
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S; Peach Avenue
E/W: Behymer Avenue
Weather; Clear
File Name
Site Code
Start Date
Page No
20_CVS_Peach
00324176
3/6/2024
1 Beh PMC
Groups Printed- 4+ Axle Trucks
Peach Avenue Behymer Avenue Behymer Avenue
Southbound Westbound Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru 1 Riaht 1 Add. Total LeftI Thru 1 Add. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Peach Avenue
Southbound
Behymer Avenue
Westbound
Behymer Avenue
Eastbound
Start Time Left 1 Riaht 1 Add. Total Thru 1 Riaht 1 Add. Total Left 1 Thru 1 Add. Total Int. Total Peak Hour Analysis Fr
Peak Hour for Entire Ir
05:00 PM
05:15 PM
05:30 PM
05:45 PM
om 05:00 PM to 05:45 PM - Peak 1
itersection Begins at 05:00 PM
0 0 0
0 0 0
0 0 0
0 0 0
3f1
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0
0 0
Total Volume
% Add. Total
0 0 0
0 0
0 0 0
0 0
0 0 0
0 0
0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1095
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Ciovis
N/S: Peach Avenue
E/W: Behymer Avenue
Weather: Clear
File Name : 20_CVS_Peach_Beh PMC
Site Code : 00324176
Start Date : 3/6/2024
Page No : 2
Peach Avenue
Out In Total ^ czoi dfSi
Right Left
u
c
^ I—
o
e '
CD 3
O—■
Peak Hour Data
T
North
Peak Hour Begins at 05:00 Piyi
4+ Axle Trucks
rr- (0
>
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% Add. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
1096
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Clovis
Peach Avenue
Behymer Avenue
Date: 3/6/2024
Day: Wednesday

PEDESTRIANS
North Leg East Leg South Leg West Leg
Peach Avenue Behymer Avenue Dead End Behymer Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
7:00 AM 0 0 0 0 0
7:15 AM 0 0 0 0 0
7:30 AM 0 0 0 0 0
7:45 AM 0 0 0 0 0
8:00 AM 0 0 0 0 0
8:15 AM 0 0 0 0 0
8:30 AM 0 0 0 0 0
8:45 AM 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0
North Leg East Leg South Leg West Leg
Peach Avenue Behymer Avenue Dead End Behymer Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
4:00 PM 0 0 0 0 0
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 0 0
4:45 PM 0 0 0 0 0
5:00 PM 0 0 0 0 0
5:15 PM 0 0 0 0 0
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona. CA 92878
951-268-6268
1097
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Clovis
Peach Avenue
Behymer Avenue
Date: 3/6/2024
Day: Wednesday

BICYCLES
Southbound Westbound Northbound Eastbound
Peach Avenue Behymer Avenue Dead End Behymer Avenue
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Westbound Northbounc Eastbound
Peach Avenue Behymer Avenue Dead End Behymer Avenue
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268^268
1098
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
EMI: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time LeftI Thru Riaht 1App. Total Left! Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 1 07:00 AM 27 30 0 57 7 34 31 72 5 38 2 45 1 21 8 30 204
07:15 AM 29 34 2 65 4 49 47 100 8 42 7 57 2 28 12 42 264 07:30 AM 51 55 1 107 7 68 48 123 29 36 6 71 2 40 13 55 356 07:45 AM 27 61 4 92 14 56 57 127 22 48 2 72 1 35 37 73 364 Total 134 180 7 321 32 207 183 422 64 164 17 245 6 124 70 200 1188 08:00 AM 27 60 0 87 9 32 76 117 9 62 8 79 0 44 15 59 342 08:15 AM 34 45 1 80 11 39 84 134 13 72 5 90 1 30 15 46 350 08:30 AM 63 48 0 111 4 32 35 71 8 62 6 76 1 37 9 47 305 08:45 AM 31 35 0 66 3 46 32 81 6 31 6 43 0 28 12 40 230 Total 155 188 1 344 27 149 227 403 36 227 25 288 2 139 51 192 1227 Grand Total 289 368 8 665 59 356 410 825 100 391 42 533 8 263 121 392 2415 Apprch % 43.5 55.3 1.2 7.2 43.2 49.7 18.8 73.4 7.9 2 67.1 30.9 Total % 12 15.2 0.3 27.5 2.4 14.7 17 34.2 4.1 16.2 1.7 22.1 0.3 10.9 5 16.2 Passengef Vehicles 274 357 6 637 55 341 393 789 95 364 38 497 7 248 117 372 2295 % Patseflger Vehicles 94.8 97 75 95.8 93.2 95.8 95.9 95.6 95 93.1 90.5 93.2 87.5 94.3 96.7 94.9 95 Urge 2 Ado Vehicles 3 3 0 6 1 9 0 10 3 12 1 16 1 9 4 14 46 KLsfge2Axl«V>tilclm 1 0.8 0 0.9 1.7 2.5 0 1.2 3 3.1 2.4 3 12.5 3.4 3.3 3.6 1.9 3 Axle Vehicles 7 4 1 12 0 2 6 8 1 6 1 8 0 5 0 5 33
% 3 Axle Vehicles 2.4 1.1 12.5 1.8 0 0.6 1.5 1 1 1.5 2.4 1.5 0 1.9 0 1.3 1.4 4+ Axle Trucks 5 4 1 10 3 4 11 18 1 9 2 12 0 1 0 1 41
% 4+ Axle Trucks 1.7 1.1 12.5 1.5 5.1 1.1 2.7 2.2 1 2.3 4.8 2.3 0 0.4 0 0.3 1.7 N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Right App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht App. Total Int. Total 1 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 51 55 1 107 7 68 48 123 29 36 6 71 2 40 13 55 356 07:45 AM 27 61 4 92 14 56 57 127 22 48 2 72 1 35 37 73 364 08:00 AM 27 60 0 87 9 32 76 117 9 62 8 79 0 44 15 59 342 08:15 AM 34 45 1 80 11 39 84 134 13 72 5 90 1 30 15 46 350 Total Volume 139 221 6 366 41 195 265 501 73 218 21 312 4 149 80 233 1412 % App. Total 38 60.4 1.6 8.2 38.9 52.9 23.4 69.9 6.7 1.7 63.9 34.3 PHF .681 .906 .375 .855 .732 .717 .789 .935 .629 .757 .656 .867 .500 .847 .541 .798 .970 1099
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Mln_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
<c
CD y
UJ
0 1
N Minnewawa Avenue
■Otit , , In , ,Total 4871 i 366i leSSl
61 221! 1391
Left
u
Right Thru ^ i
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AAjl
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4* Axie Trucks
o
& m
o
o
ar
<
_3
§-®
^ I
Left Thru Right I ^73! 218!
"3^ Mi ie^
Out In Total
N Minnflwawa Avftniia
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:45 AM 07:30 AM 07:45 AM 07:30 AM
+0 mins. 27 61 4 92 7 68 48 123 22 48 2 72 2 40 13 55
+15 mins. 27 60 0 87 14 56 57 127 9 62 8 79 1 35 37 73
+30 mins. 34 45 1 80 9 32 76 117 13 72 5 90 0 44 15 59
+45 mins. 63 48 0 111 11 39 84 134 8 62 6 76 1 30 15 46 Total Volume 151 214 5 370 41 195 265 501 52 244 21 317 4 149 80 233 % App. Total 40.8 57.8 1.4 8.2 38.9 52.9 16.4 77 6.6 1.7 63.9 34.3 PHF .599 .877 .313 .833 .732 .717 .789 .935 .591 .847 .656 .881 .500 .847 .541 .798 1100
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicies
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 07:00 AM 27 29 0 56 5 32 27 64 5 34 2 41 1 20 8 29 190
07:15 AM 28 33 2 63 4 49 45 98 8 40 7 55 1 25 12 38 254 07:30 AM 50 54 0 104 7 66 48 121 29 32 5 66 2 39 13 54 345 07:45 AM 27 61 3 91 14 49 55 118 19 45 2 66 1 32 36 69 344 Total 132 177 5 314 30 196 175 401 61 151 16 228 5 116 69 190 1133 08:00 AM 26 58 0 84 8 29 73 110 9 58 7 74 0 42 15 57 325 08:15 AM 32 43 1 76 11 39 82 132 12 67 4 83 1 29 12 42 333 08:30 AM 58 46 0 104 3 32 34 69 8 60 6 74 1 36 9 46 293 08:45 AM 26 33 0 59 3 45 29 77 5 28 5 38 0 25 12 37 211 Total 142 180 1 323 25 145 218 388 34 213 22 269 2 132 48 182 1162 Grand Total 274 357 6 637 55 341 393 789 95 364 38 497 7 248 117 372 2295 Apprch % 43 56 0.9 7 43.2 49.8 19.1 73.2 7.6 1.9 66.7 31.5 Total % 11.9 15.6 0.3 27.8 2.4 14.9 17.1 34.4 4.1 15.9 1.7 21.7 0.3 10.8 5.1 16.2 N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Right 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 50 54 0 104 7 66 48 121 29 32 5 66 2 39 13 54 345 07:45 AM 27 61 3 91 14 49 55 118 19 45 2 66 1 32 36 69 344 08:00 AM 26 58 0 84 8 29 73 110 9 58 7 74 0 42 15 57 325 08:15 AM 32 43 1 76 11 39 82 132 12 67 4 83 1 29 12 42 333 Total Volume 135 216 4 355 40 183 258 481 69 202 18 289 4 142 76 222 1347 % App. Total 38 60.8 1.1 8.3 38 53.6 23.9 69.9 6.2 1.8 64 34.2 PHF .675 .885 .333 .853 .714 .693 .787 .911 .595 .754 .643 .870 .500 .845 .528 .804 .976 1101
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N MInnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Otit , , In , ,Total, 4641 I 3551 18191
41 2161 13^
Right Thru ^ i
Left
u
c
<0 ,—, HCO «
UJ
®.—'
■ilr
Peak Hour Data
T
North
Peak Hour Begins at 07:30 A^|l
Passenger Vehicies
tj
I—®
O
i. fTl
_3
Left
T r*
Thru Right
2021 18l
332) 12^ r~62T]
Out in Total
M Minnowflwa Ai/pmio
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 50 54 0 104 7 66 48 121 29 32 5 66 2 39 13 54
+15 mins. 27 61 3 91 14 49 55 118 19 45 2 66 1 32 36 69 +30 mins. 26 58 0 84 8 29 73 110 9 58 7 74 0 42 15 57
+45 mins. 32 43 1 76 11 39 82 132 12 67 4 83 1 29 12 42 Total Volume 135 216 4 355 40 183 258 481 69 202 18 289 4 142 76 222 % App. Total 38 60.8 1.1 8.3 38 53.6 23.9 69.9 6.2 1.8 64 34.2 PHF .675 .885 .333 .853 .714 .693 .787 .911 .595 .754 .643 .870 .500 .845 .528 .804 1102
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Grouos Printed- Lara e 2 /\xie Vehicles
N Minnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1app. Total Left 1 Thru 1Riaht 1App.iotai Left 1 Thru 1Riaht 1app. loiai Left 1 Thru 1Riaht 1App.Totai int. Total 1 07:00 AM
07:15 AM
07:30 AM
07:45 AM
0 0 0 0
0 0 0 0
0 1 0 1
0 0 0 0
0 1 0 1
0 0 0 0
0 2 0 2
0 5 0 5
0 2 0 2
0 2 0 2
0 2 0 2
2 2 0 4
0 1 0 1
1 2 0 3
0 1 0 1
0 2 1 3
4 5
6 12
Total 0 1 0 1 0 8 0 8 2 8 0 10 1 6 1 8 27
08:00 AM 0 1 0 1 0 1 0 1 0 2 0 2 0 1 0 1 5
08:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 1 3 4 6
08:30 AM 1 0 0 1 1 0 0 1 0 1 0 1 0 0 0 0 3
08:45 AM 2 0 0 2 0 0 0 0 1 0 1 2 0 1 0 1 5
Total 3 2 0 5 1 1 0 2 1 4 1 6 0 3 3 6 19
Grand Total 3 3 0 6 1 9 0 10 3 12 1 16 1 9 4 14 46
Apprch % 50 50 0 10 90 0 18.8 75 6.2 7.1 64.3 28.6
Total % 6.5 6.5 0 13 2.2 19.6 0 21.7 6.5 26.1 2.2 34.8 2.2 19.6 8.7 30.4 N Minnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. lotai Left 1 Thru 1Riaht 1App.Totai Left 1 Thru 1Riaht 1App.Totai Left 1 Thru 1Riaht 1App. Total Int. Total 1 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 0 2 0 2 0 2 0 1 0 1 6
07:45 AM 0 0 0 0 0 5 0 5 2 2 0 4 0 2 1 3 12
08:00 AM 0 1 0 1 0 1 0 1 0 2 0 2 0 1 0 1 5
08:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 1 3 4 6
Total Volume 0 3 0 3 0 8 0 8 2 7 0 9 0 5 4 9 29
% App. Total 0 100 0 0 100 0 22.2 77.8 0 0 55.6 44.4
PHF .000 .750 .000 .750 .000 .400 .000 .400 .250 .875 .000 .563 .000 .625 .333 .563 .604 1103
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W; E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Mln_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
OMt , , In , ,Total I 3l I lOl
I '01 3l~'~0l
Right Thru Leftu
Right Thrv ^ i
ffi
UJ
ffi—I
Peak Hour Data
T
North
Peak Hour Begins at 07:30 Ailfl
l-arge 2 Axle Vehicles
I—®
o

5. m
CD
a
s
H ^
sr
^ T r*
Left Thru Right
21 71 0\
I 71 I iil
Out In Total
Peak Hour Analysis From 07:30 AM to 08:15 /\M - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 1 0 1 0 2 0 2 0 2 0 2 0 1 0 1
+15 mins. 0 0 0 0 0 5 0 5 2 2 0 4 0 2 1 3
+30 mins. 0 1 0 1 0 1 0 1 0 2 0 2 0 1 0 1
+45 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 1 3 4
Total Volume 0 3 0 3 0 8 0 8 2 7 0 9 0 5 4 9
% App. Total 0 100 0 0 100 0 22.2 77.8 0 0 55.6 44.4
PHF .000 .750 .000 .750 .000 .400 .000 .400 .250 .875 .000 .563 .000 .625 .333 .563 1104
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324618
Start Date : 5/23/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 07:00 AM 0 0 0 0 0 0 2 2 0 1 0 1 0 0 0 0 3
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2
07:30 AM 0 0 1 1 0 0 0 0 0 1 1 2 0 0 0 0 3
07:45 AM 0 0 0 0 0 2 1 3 1 0 0 1 0 1 0 1 5
Totai 0 1 1 2 0 2 3 5 1 2 1 4 0 2 0 2 13
08:00 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 1 0 1 3
08:15 AM 1 1 0 2 0 0 1 1 0 2 0 2 0 0 0 0 5
08:30 AM 4 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
08:45 AM 2 1 0 3 0 0 1 1 0 1 0 1 0 2 0 2 7
Totai 7 3 0 10 0 0 3 3 0 4 0 4 0 3 0 3 20
Grand Total 7 4 1 12 0 2 6 8 1 6 1 8 0 5 0 5 33
Apprch % 58.3 33.3 8.3 0 25 75 12.5 75 12.5 0 100 0
Total % 21.2 12.1 3 36.4 0 6.1 18.2 24.2 3 18.2 3 24.2 0 15.2 0 15.2 N Minnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1 Riaht 1 App. Total Left 1 Thru 1 Riaht 1app. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total InL 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 1 1 0 0 0 0 0 1 1 2 0 0 0 0 3
07:45 AM 0 0 0 0 0 2 1 3 1 0 0 1 0 1 0 1 5
08:00 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 1 0 1 3
08:15 AM 1 1 0 2 0 0 1 1 0 2 0 2 0 0 0 0 5
Total Volume 1 1 1 3 0 2 3 5 1 4 1 6 0 2 0 2 16
% App. Total 33.3 33.3 33.3 0 40 60 16.7 66.7 16.7 0 100 0 PHF .250 .250 .250 .375 .000 .250 .750 .417 .250 .500 .250 .750 .000 .500 .000 .500 .800 1105
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out I , In , ,T<?t9l, __3 rsi rioi
fiT
Right Thru Leftu
Right Thn ^ i
ffl
LU
%-T
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AAjl
3 Axle Vehides
t-S
o
£ m
00 o
3-
<
_3
^ T r*
Left Thru Right
I 1I 4l ll
1 I 7l
Out In Total
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 1 1 0 0 0 0 0 1 1 2 0 0 0 0
+15 mins. 0 0 0 0 0 2 1 3 1 0 0 1 0 1 0 1
+30 mins. 0 0 0 0 0 0 1 1 0 1 0 1 0 1 0 1
+45 mins. 1 1 0 2 0 0 1 1 0 2 0 2 0 0 0 0
Total Volume 1 1 1 3 0 2 3 5 1 4 1 6 0 2 0 2
% App. Total 33.3 33.3 33.3 0 40 60 16.7 66.7 16.7 0 100 0 PHF .250 .250 .250 .375 .000 .250 .750 .417 .250 .500 .250 .750 .000 .500 .000 .500 1106
AGENDA ITEM NO. 15.

Counts Unlimited. Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 4+ /^le Trucks
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Rioht 1App. Total LeftI Thru Rioht App. Total LeftI Thru Rioht 1App. Total LeftI Thru Rioht 1App. Total Int. Total 07:00 AM 0 1 0 1 2 1 2 5 0 1 0 1 0 0 0 0 7
07:15 AM 1 0 0 1 0 0 2 2 0 0 0 0 0 0 0 0 3
07:30 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:45 AM 0 0 1 1 0 0 1 1 0 1 0 1 0 0 0 0 3
Total 2 1 1 4 2 1 5 8 0 3 0 3 0 0 0 0 15
08:00 AM 1 1 0 2 1 2 2 5 0 1 1 2 0 0 0 0 9
08:15 AM 1 0 0 1 0 0 1 1 1 2 1 4 0 0 0 0 6
08:30 AM 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 4
08:45 AM 1 1 0 2 0 1 2 3 0 2 0 2 0 0 0 0 7
Total 3 3 0 6 1 3 6 10 1 6 2 9 0 1 0 1 26
Grand Total 5 4 1 10 3 4 11 18 1 9 2 12 0 1 0 1 41
Apprch % 50 40 10 16.7 22.2 61.1 8.3 75 16.7 0 100 0
Total % 12.2 9.8 2.4 24.4 7.3 9.8 26.8 43.9 2.4 22 4.9 29.3 0 2.4 0 2.4 N Minnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Rioht 1App. Total Left 1 Thru 1Rioht 1App. Total Left 1 Thru 1Rioht 1App. Total Left 1 Thru 1Rioht 1App. Total Int. Total 1 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 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:45 AM 0 0 1 1 0 0 1 1 0 1 0 1 0 0 0 0 3
08:00 AM 1 1 0 2 1 2 2 5 0 1 1 2 0 0 0 0 9
08:15 AM 1 0 0 1 0 0 1 1 1 2 1 4 0 0 0 0 6
Total Volume 3 1 1 5 1 2 4 7 1 5 2 8 0 0 0 0 20
% App. Total 60 20 20 14.3 28.6 57.1 12.5 62.5 25 0 0 0 PHF .750 .250 .250 .625 .250 .250 .500 .350 .250 .625 .500 .500 .000 .000 .000 .000 .556 1107
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-8268
County of Fresno
N/S: N MInnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Qtit , , La—, ,Total _2l I ^ ri4]
11 II Zla]
^ht Thru Left i ^
S LJ
m—I
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AAjl
4+ Axle Trucks
I—®
O
& cn
CD
a
■s _1
^ T r*
Left Thru Right
^1I 51^ 2l
S I
Out In Total
M Minnewawa Awonita
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 1 1 0 0 1 1 0 1 0 1 0 0 0 0
+30 mins. 1 1 0 2 1 2 2 5 0 1 1 2 0 0 0 0
+45 mins. 1 0 0 1 0 0 1 1 1 2 1 4 0 0 0 0
Total Volume 3 1 1 5 1 2 4 7 1 5 2 8 0 0 0 0
% App. Total 60 20 20 14.3 28.6 57.1 12.5 62.5 25 0 0 0 PHF .750 .250 .250 .625 .250 .250 .500 .350 .250 .625 .500 .500 .000 .000 .000 .000 1108
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 /\xle Vehicles - 3 Axle Vehicies -A* /^le Trucks N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 04:00 PM 44 50 0 94 6 22 35 63 17 54 12 83 1 35 8 44 284 04:15 PM 29 50 1 80 4 34 38 76 14 54 4 72 0 33 5 38 266 04:30 PM 36 52 0 88 9 40 40 89 8 50 8 66 2 30 10 42 285 04:45 PM 30 49 1 80 6 39 36 81 12 56 6 74 1 31 8 40 275 Total 139 201 2 342 25 135 149 309 51 214 30 295 4 129 31 164 1110 05:00 PM 40 48 0 88 11 44 29 84 15 44 8 67 2 44 14 60 299 05:15 PM 48 42 1 91 11 61 47 119 9 66 8 83 0 38 9 47 340 05:30 PM 45 47 0 92 5 51 37 93 15 70 6 91 1 35 10 46 322 05:45 PM 25 33 2 60 7 63 39 109 13 69 11 93 1 30 12 43 305 Total 158 170 3 331 34 219 152 405 52 249 33 334 4 147 45 196 1266 Grand Total 297 371 5 673 59 354 301 714 103 463 63 629 8 276 76 360 2376 Apprch % 44.1 55.1 0.7 8.3 49.6 42.2 16.4 73.6 10 2.2 76.7 21.1 Total % 12.5 15.6 0.2 28.3 2.5 14.9 12.7 30.1 4.3 19.5 2.7 26.5 0.3 11.6 3.2 15.2 PasMnger Vehicles 290 353 5 648 57 347 295 699 101 451 62 614 8 269 75 352 2313 1i
1 1' 97.6 95.1 100 96.3 96.6 98 98 97.9 98.1 97.4 98.4 97.6 100 97.5 98.7 97.8 97.3 Largo 2 Axto Vohido* 2 4 0 6 1 1 2 4 0 4 1 5 0 3 0 3 18 %Large2AxtoVohictM 0.7 1.1 0 0.9 1.7 0.3 0.7 0.6 0 0.9 1.6 0.8 0 1.1 0 0.8 0.8 3 Axle Vehicies 1 7 0 8 1 1 1 3 1 3 0 4 0 4 0 4 19
% 3 Axle Vehicles 0.3 1.9 0 1.2 1.7 0.3 0.3 0.4 1 0.6 0 0.6 0 1.4 0 1.1 0.8 4+Axle Trucks 4 7 0 11 0 5 3 8 1 5 0 6 0 0 1 1 26
% 4+ Axle Trucks 1.3 1.9 0 1.6 0 1.4 1 1.1 1 1.1 0 1 0 0 1.3 0.3 1.1 N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI 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 05:00 PM
05:00 PM 40 48 0 88 11 44 29 84 15 44 8 67 2 44 14 60 299 05:15 PM 48 42 1 91 11 61 47 119 9 66 8 83 0 38 9 47 340 05:30 PM 45 47 0 92 5 51 37 93 15 70 6 91 1 35 10 46 322 05:45 PM 25 33 2 60 7 63 39 109 13 69 11 93 1 30 12 43 305 Total Volume 158 170 3 331 34 219 152 405 52 249 33 334 4 147 45 196 1266 % App. Total 47.7 51.4 0.9 8.4 54.1 37.5 15.6 74.6 9.9 2 75 23 PHF .823 .885 .375 .899 .773 .869 .809 .851 .867 .889 .750 .898 .500 .835 .804 .817 .931 1109
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Mln_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
to ^
u
Q 1
N Minnewawa Avenue
_Qyi_ , In , ,Total 4^ laaTl r^el
'31 17QI jM]
Right Thru Leftu
Right Thn ^ i
Peak Hour Data
North
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
I—®
o
5 m
(X>
_1
^ I
Left Thru Right
^52! 249!
^ r~334l r~583l
Out In Total
N MinnAWflwa Auonito
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 04:45 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 30 49 1 80 11 44 29 84 15 44 8 67 2 44 14 60
+15 mins. 40 48 0 88 11 61 47 119 9 66 8 83 0 38 9 47
+30 mins. 48 42 1 91 5 51 37 93 15 70 6 91 1 35 10 46
+45 mins. 45 47 0 92 7 63 39 109 13 69 11 93 1 30 12 43 Total Volume 163 186 2 351 34 219 152 405 52 249 33 334 4 147 45 196 % App. Total 46.4 53 0.6 8.4 54.1 37.5 15.6 74.6 9.9 2 75 23 PHF .849 .949 .500 .954 .773 .869 .809 .851 .867 .889 .750 .898 .500 .835 .804 .817 1110
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicles
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 04:00 PM 44 45 0 89 6 21 34 61 16 50 12 78 1 35 8 44 272 04:15 PM 26 47 1 74 3 32 38 73 14 53 4 71 0 32 5 37 255 04:30 PM 35 49 0 84 9 39 38 86 8 48 7 63 2 29 10 41 274 04:45 PM 30 48 1 79 6 39 35 80 12 55 6 73 1 30 8 39 271 Totai 135 189 2 326 24 131 145 300 50 206 29 285 4 126 31 161 1072 05:00 PM 40 47 0 87 11 43 29 83 14 43 8 65 2 42 14 58 293 05:15 PM 46 41 1 88 11 60 46 117 9 66 8 83 0 38 9 47 335 05:30 PM 45 45 0 90 4 51 36 91 15 68 6 89 1 34 10 45 315 05:45 PM 24 31 2 57 7 62 39 108 13 68 11 92 1 29 11 41 298 Total 155 164 3 322 33 216 150 399 51 245 33 329 4 143 44 191 1241 Grand Totai 290 353 5 648 57 347 295 699 101 451 62 614 8 269 75 352 2313 Apprch % 44.8 54.5 0.8 8.2 49.6 42.2 16.4 73.5 10.1 2.3 76.4 21.3 Total % 12.5 15.3 0.2 28 2.5 15 12.8 30.2 4.4 19.5 2.7 26.5 0.3 11.6 3.2 15.2 N Minnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 40 47 0 87 11 43 29 83 14 43 8 65 2 42 14 58 293 05:15 PM 46 41 1 88 11 60 46 117 9 66 8 83 0 38 9 47 335 05:30 PM 45 45 0 90 4 51 36 91 15 68 6 89 1 34 10 45 315 05:45 PM 24 31 2 57 7 62 39 108 13 68 11 92 1 29 11 41 298 Total Volume 155 164 3 322 33 216 150 399 51 245 33 329 4 143 44 191 1241 % App. Total 48.1 50.9 0.9 8.3 54.1 37.6 15.5 74.5 10 2.1 74.9 23 PHF .842 .872 .375 .894 .750 .871 .815 .853 .850 .901 .750 .894 .500 .851 .786 .823 .926 1111
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N MInnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh PM
Site Code : 00324618
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out , , In , ,Total ,
3991 I 1 7211 £
I 31 1641 1551
Right Thru i
Left
u
Peak Hour Data
so »
UJ
C 't' ffl—I North
Peak Hour Begins at 05:00 P^|l
Passenger Vehicles
o

5. m
_1
H ^
^ I r*
Left Thru Rioht
I 51! 245! 33]
^ r~32^ r~570l
Out In Total
M MinnAvuawa Aucniio
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 40 47 0 87 11 43 29 83 14 43 8 65 2 42 14 58
+15 mins. 46 41 1 88 11 60 46 117 9 66 8 83 0 38 9 47
+30 mins. 45 45 0 30 4 51 36 91 15 68 6 89 1 34 10 45
+45 mins. 24 31 2 57 7 62 39 108 13 68 11 92 1 29 11 41 Total Volume 155 164 3 322 33 216 150 399 51 245 33 329 4 143 44 191 % App. Total 48.1 50.9 0.9 8.3 54.1 37.6 15.5 74.5 10 2.1 74.9 23 PHF .842 .872 .375 .894 .750 .871 .815 .853 .850 .901 .750 .894 .500 .851 .786 .823 1112
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S; N MInnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Lara e 2 Axle Vehicles
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Rioht 1App. Total LeftI Thru Rioht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
04:15 PM 2 0 0 2 1 0 0 1 0 0 0 0 0 1 0 1 4
04:30 PM 0 1 0 1 0 0 1 1 0 0 1 1 0 1 0 1 4
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 2 1 0 3 1 1 1 3 0 2 1 3 0 2 0 2 11
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3
Total 0 3 0 3 0 0 1 1 0 2 0 2 0 1 0 1 7
Grand Total 2 4 0 6 1 1 2 4 0 4 1 5 0 3 0 3 18
Apprch % 33.3 66.7 0 25 25 50 0 80 20 0 100 0
Total % 11.1 22.2 0 33.3 5.6 5.6 11.1 22.2 0 22.2 5.6 27.8 0 16.7 0 16.7 N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3
Total Volume 0 3 0 3 0 0 1 1 0 2 0 2 0 1 0 1 7
% App. Total 0 100 0 0 0 100 0 100 0 0 100 0
PHF .000 .750 .000 .750 .000 .000 .250 .250 .000 .500 .000 .500 .000 .250 .000 .250 .583 1113
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out In , ,Total I 31 I ^31
^01 31
Right Thm Leftu
Right Thni
Peak Hour Data
00 UJ
North
Peak Hour Begins at 05:00 PI
Large 2 Axle Vehides
I—®
O
S. mj□3
o
•<
_3
H ^
o*®
63"
^ T r*
Left Thru Right
^01 21
I 3l C
Out In Total
M MtnnAwawa Ax/an. ic
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1
Total Volume 0 3 0 3 0 0 1 1 0 2 0 2 0 1 0 1
% App. Total 0 100 0 0 0 100 0 100 0 0 100 0
PHF .000 .750 .000 .750 .000 .000 .250 .250 .000 .500 .000 .500 .000 .250 .000 .250 1114
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W; E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru 1Riaht App. Total Int. Total 04:00 PM 0 2 0 2 0 0 1 1 0 1 0 1 0 0 0 0 4
04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 2 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 6 0 6 0 1 1 2 0 1 0 1 0 1 0 1 10
05:00 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 2 0 2 4
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 1 0 1 1 0 0 1 0 1 0 1 0 1 0 1 4
05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 1 0 2 1 0 0 1 1 2 0 3 0 3 0 3 9
Grand Total 1 7 0 8 1 1 1 3 1 3 0 4 0 4 0 4 19
Apprch % 12.5 87.5 0 33.3 33.3 33.3 25 75 0 0 100 0
Total % 5.3 36.8 0 42.1 5.3 5.3 5.3 15.8 5.3 15.8 0 21.1 0 21.1 0 21.1 N Minnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N Minnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1 Riaht 1App. Total Left 1 Thru 1Riaht 1app. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 2 0 2 4
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 1 0 1 1 0 0 1 0 1 0 1 0 1 0 1 4
05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 1 1 0 2 1 0 0 1 1 2 0 3 0 3 0 3 9
% App. Total 50 50 0 100 0 0 33.3 66.7 0 0 100 0
PHF .250 .250 .000 .500 .250 000 .000 .250 .250 .500 .000 .375 .000 .375 .000 .375 .563 1115
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out , , In Total 2i
I 01 il il
Right Thru Leftu
Right Thn ^ i
® I•-
<c
m
UJ
o—I
Peak Hour Data
T
North
Peak Hour Begins at 05:00 P^{l
3 Axle Vehides
p—o
o
S. ml
CD
<D
■3 = 1
f
5'S
Sj
Left
I
Thru Right
II 21 nl
Out In Total
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:CX) PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 1 1 0 2 0 2 0 2
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 1 0 0 1 0 1 0 1 0 1 0 1
+45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 1 0 0 1 1 2 0 3 0 3 0 3
% App. Total 50 50 0 100 0 0 33.3 66.7 0 0 100 0
PHF .250 .250 .000 .500 .250 .000 .000 .250 .250 .500 .000 .375 .000 .375 .000 .375 1116
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N MInnewawa Avenue
EAW: E Behymer Avenue
Weather: Clear
File Name : 04_CFO_Mln_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 4+ Axle Trucks
N MInnewawa Avenue E Behymer Avenue N MInnewawa Avenue E Behymer Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru RIaht 1App. Total LeftI Thru RIaht App. Total LeftI Thru RIaht 1App. Total LeftI Thru RIaht 1App. Total Int. Total 04:00 PM 0 3 0 3 0 0 0 0 1 1 0 2 0 0 0 0 5
04:15 PM 1 1 0 2 0 2 0 2 0 1 0 1 0 0 0 0 5
04:30 PM 1 0 0 1 0 0 1 1 0 2 0 2 0 0 0 0 4
04:45 PM 0 1 0 1 0 0 1 1 0 1 0 1 0 0 0 0 3
Total 2 5 0 7 0 2 2 4 1 5 0 6 0 0 0 0 17
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 0 1 1 3
Total 2 2 0 4 0 3 1 4 0 0 0 0 0 0 1 1 9
Grand Total 4 7 0 11 0 5 3 8 1 5 0 6 0 0 1 1 26
Apprch % 36.4 63.6 0 0 62.5 37.5 16.7 83.3 0 0 0 100
Total % 15.4 26.9 0 42.3 0 19.2 11.5 30.8 3.8 19.2 0 23.1 0 0 3.8 3.8 N MInnewawa Avenue
Southbound
E Behymer Avenue
Westbound
N MInnewawa Avenue
Northbound
E Behymer Avenue
Eastbound
Start Time Left 1 Thru 1 RIaht 1App. Total Left 1 Thru 1RIaht 1App. Total Left 1 Thru 1RIaht 1App. Total Left 1 Thru 1RIaht 1App. Total int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 0 1 1 3
Total Volume 2 2 0 4 0 3 1 4 0 0 0 0 0 0 1 1 9
% App. Total 50 50 0 0 75 25 0 0 0 0 0 100
PHF .250 .500 .000 .500 .000 .750 .250 1.00 .000 .000 .000 .000 .000 .000 .250 .250 .750 1117
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: E Behymer Avenue
Weather: Clear
File Name : 04 CFO_Min_Beh PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out In Total
a
loE
Right Thru ^ i
Left
u
Peak Hour Data
CD ^
UJ
O—' North
Peak Hour Begins at 05:00 PAjl
4-t- Axle Trucks
l!^
O
£• nt
_3
^ T
Left Thru Rioht i ^01 ol^ol
U l~^
Out in Total
N Minnowawa A>/«»niio
O*®
sPeak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+15 mins. 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 1 0 1 0 0 0 0 0 0 1 1
Total Volume 2 2 0 4 0 3 1 4 0 0 0 0 0 0 1 1
% App. Total 50 50 0 0 75 25 0 0 0 0 0 100
PHF .250 .500 .000 .500 .000 .750 .250 1.000 .000 .000 .000 .000 .000 .000 .250 .250 1118
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Fresno
N Mfnnewawa Avenue
E Behymer Avenue
Date; S/23/2024
Day; Thursday

PEDESTRIANS
North Leg East Leg South Leg West Leg
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
7:00 AM 0 0 0 0 0
7:15 AM 0 0 0 0 0
7:30 AM 0 0 0 0 0
7:45 AM 0 0 0 0 0
8:00 AM 0 0 0 0 0
8:15 AM 0 0 0 0 0
8:30 AM 0 0 0 1 1
8:45 AM 0 7 0 0 7
TOTAL VOLUMES: 0 7 0 1 8
North Leg East Leg South Leg West Leg
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
4:00 PM 0 0 0 0 0
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 0 0
4:45 PM 0 0 0 0 0
5:00 PM 0 0 0 0 0
5:15 PM 0 0 0 0 0
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
1119
AGENDA ITEM NO. 15.

Location;
N/S:

E/W:

Fresno
N Minnewawa Avenue
E Behytner Avenue
Date: 5/23/2024
Day: Thursday
Southbound Westbound North bounc Eastbound
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL V0LUME5: 0 2 0 0 0 0 0 0 0 0 0 0 2
Southbound Westbound Northbound Eastbound
N Minnewawa Avenue E Behymer Avenue N Minnewawa Avenue E Behymer Avenue Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268^268
1120
AGENDA ITEM NO. 15.

Counts Unlimited. Inc.

PO 00x1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: Perrin Road
Weather: Clear
File Name : 05_CFO_Min_Per AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Total Volume
N Minnewawa Avenue
Southbound
Perrin Road
Westbound
N Minnewawa Avenue
Northbound
Perrin Road
Eastbound
Start Time LeftI Thru Riaht 1App. Total Left 1 Thru 1Right 1App. Total LeftI Thru Riaht 1App. Total Left 1 Thru Riaht 1App. Total Int. Total 07:00 AM 0 43 0 43 0 0 0 0 1 44 2 47 3 0 1 4 94
07:15 AM 0 47 1 48 0 0 0 0 1 55 1 57 3 0 1 4 109
07:30 AM 0 74 3 77 0 0 1 1 1 67 0 68 1 0 1 2 148
07:45 AM 2 108 0 110 3 0 0 3 1 68 3 72 2 0 1 3 188
Total 2 272 4 278 3 0 1 4 4 234 6 244 9 0 4 13 539
08:00 AM 0 84 1 85 1 0 0 1 0 83 3 86 3 0 1 4 176
08:15 AM 0 71 2 73 0 0 1 1 1 91 5 97 2 0 0 2 173
08:30 AM 0 61 1 62 1 0 0 1 0 67 2 69 0 0 1 1 133
08:45 AM 0 46 0 46 1 0 0 1 0 42 3 45 1 0 0 1 93
Total 0 262 4 266 3 0 1 4 1 283 13 297 6 0 2 8 575
Grand Total 2 534 8 544 6 0 2 8 5 517 19 541 15 0 6 21 1114 Apprch % 0.4 98.2 1.5 75 0 25 0.9 95.6 3.5 71.4 0 28.6
Total % 0.2 47.9 0.7 48.8 0.5 0 0.2 0.7 0.4 46.4 1.7 48.6 1.3 0 0.5 1.9 N Minnewawa Avenue
Southbound
Perrin Road
Westbound
N Minnewawa Avenue
Northbound
Perrin Road
Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thai 1Riaht 1App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht 1App. Total InL 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 74 3 77 0 0 1 1 1 67 0 68 1 0 1 2 148
07:45 AM 2 108 0 110 3 0 0 3 1 68 3 72 2 0 1 3 188
08:00 AM 0 84 1 85 1 0 0 1 0 83 3 86 3 0 1 4 176
08:15 AM 0 71 2 73 0 0 1 1 1 91 5 97 2 0 0 2 173
Total Volume 2 337 6 345 4 0 2 6 3 309 11 323 8 0 3 11 685 % App. Total 0.6 97.7 1.7 66.7 0 33.3 0.9 95.7 3.4 72.7 0 27.3 PHF .250 .780 .500 .784 .333 .000 .500 .500 .750 .849 .550 .832 .667 .000 .750 .688 .911 1121
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S; N Minnewawa Avenue
E/W: Perrin Road
Weather: Clear
File Name : 05_CFO_Min_Per AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out , , In , .Total 3191 I 345!
I '61 3371 '2l
Right Thru Left i ^
c:

E
o
CL
ffi—I
Peak Hour Data
T
North
Peak Hour Begins at 07:30 A^{l
Total Volume
tJ
*1 T r*
Left Thru ,Right, 3l 3091 ill
I 344
Out
6671
In Total
N Minnowautfa Auoniio
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:45 AM 07:00 AM
+0 mins. 0 74 3 77 0 0 1 1 1 68 3 72 3 0 1 4
+15 mins. 2 108 0 110 3 0 0 3 0 83 3 86 3 0 1 4
+30 mins. 0 84 1 85 1 0 0 1 1 91 5 97 1 0 1 2
+45 mins. 0 71 2 73 0 0 1 1 0 67 2 69 2 0 1 3
Total Volume 2 337 6 345 4 0 2 6 2 309 13 324 9 0 4 13
% App. Total 0.6 97.7 1.7 66.7 0 33.3 0.6 95.4 4 69.2 0 30.8 PHF .250 .780 .500 .784 .333 .000 .500 .500 .500 .849 .650 .835 .750 .000 1.000 .813 1122
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: Perrin Road
Weather: Clear
File Name : 05_CFO_Min_Per PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Total Volume
N Minnevi/awa Avenue
Southbound
Perrin Road
Westbound
N Minnewawa Avenue
Northbound
Perrin Road
Eastbound
Start Time LeftI Thru Rioht 1App. Total LeftI Thru 1Rioht 1App. Total LeftI Thru Rioht 1App. Total Left 1 Thru Rioht 1App. Total Int. Total 04:00 PM 2 61 0 63 1 0 0 1 0 83 1 84 0 0 1 1 149
04:15 PM 0 58 1 59 0 0 0 0 0 65 1 66 0 0 0 0 125
04:30 PM 0 66 0 66 0 0 0 0 1 69 1 71 0 0 1 1 138
04:45 PM 0 65 0 65 1 0 0 1 0 75 0 75 0 0 0 0 141
Total 2 250 1 253 2 0 0 2 1 292 3 296 0 0 2 2 553
05:00 PM 0 70 0 70 2 0 0 2 0 70 0 70 0 0 0 0 142
05:15 PM 0 67 0 67 1 0 2 3 0 83 0 83 0 0 0 0 153
05:30 PM 0 59 0 59 5 0 0 5 0 94 0 94 0 0 1 1 159
05:45 PM 0 54 1 55 1 0 0 1 0 91 2 93 0 0 1 1 150
Total 0 250 1 251 9 0 2 11 0 338 2 340 0 0 2 2 604
Grand Total 2 500 2 504 11 0 2 13 1 630 5 636 0 0 4 4 1157 Apprch % 0.4 99.2 0.4 84.6 0 15.4 0.2 99.1 0.8 0 0 100
Total % 0.2 43.2 0.2 43.6 1 0 0.2 1.1 0.1 54.5 0.4 55 0 0 0.3 0.3 N Minnewawa Avenue
Southbound
Perrin Road
Westbound
N Minnewawa Avenue
Northbound
Perrin Road
Eastbound
Start Time LeftI Thru Rioht 1App. Total LeftI Thru 1Rioht 1App. Total LeftI Thru Rioht 1App. Total Left 1 Thru Rioht 1App. 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 05:00 PM
05:00 PM 0 70 0 70 2 0 0 2 0 70 0 70 0 0 0 0 142
05:15 PM 0 67 0 67 1 0 2 3 0 83 0 83 0 0 0 0 153
05:30 PM 0 59 0 59 5 0 0 5 0 94 0 94 0 0 1 1 159
05:45 PM 0 54 1 55 1 0 0 1 0 91 2 93 0 0 1 1 150
Total Volume 0 250 1 251 9 0 2 11 0 338 2 340 0 0 2 2 604 % App. Total 0 99.6 0.4 81.8 0 18.2 0 99.4 0.6 0 0 100
PHF .000 .893 .250 .896 .450 .000 .250 .550 .000 .899 .250 .904 .000 .000 .500 .500 .950 1123
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 00x1178
Corona, CA 92878
(951) 268-6268
County of Fresno
N/S: N Minnewawa Avenue
E/W: Perrin Road
Weather: Clear
File Name : 05_CFO_Min_Per PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
JetaL (3^ r^Ti nil]
11 2501 ol
^ht Thru Left
u
OC c
c
E
■tlr
Peak Hour Data
T
North
Peak Hour Begins at 05:00 P^jl
Total Volume
I—®

3. Left
T
Thru Right
3381
m?]
Out
s noTi
in Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 04:30 PM 04:45 PM 05:00 PM 04:00 PM
+0 mins. 0 66 0 66 1 0 0 1 0 70 0 70 0 0 1 1
+15 mins. 0 65 0 65 2 0 0 2 0 83 0 83 0 0 0 0
+30 mins. 0 70 0 70 1 0 2 3 0 94 0 94 0 0 1 1
+45 mins. 0 67 0 67 5 0 0 5 0 91 2 93 0 0 0 0
Total Volume 0 268 0 268 9 0 2 11 0 338 2 340 0 0 2 2
% App. Total 0 100 0 81.8 0 18.2 0 99.4 0.6 0 0 100
PHF .000 .957 .000 .957 .450 .000 .250 .550 .000 .899 .250 .904 .000 .000 .500 .500 1124
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Fresno
N Minnewawa Avenue
Perrin Road
Date; 5/23/2024
Day: Thursday

PEDESTRIANS
North Leg
N Minnewawa Avenue
East Leg
Perrin Road
South Leg
N Minnewawa Avenue
West Leg
Perrin Road
Pedestrians Pedestrians Pedestrians Pedestrians
7:00 AM 0 0 0 0 0
7:15 AM 0 0 0 0 0
7:30 AM 0 0 0 0 0
7:45 AM 0 1 0 0 1
8:00 AM 0 0 0 0 0
8:15 AM 0 0 0 1 1
8:30 AM 0 0 0 0 0
8:45 AM 0 0 0 0 0
TOTAL VOLUMES: 0 1 0 1 2
North Leg
N Minnewawa Avenue
East Leg
Perrin Road
South Leg
N Minnewawa Avenue
West Leg
Perrin Road
Pedestrians Pedestrians Pedestrians Pedestrians
4:00 PM 0 0 0 0 0
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 0 0
4:45 PM 0 0 0 0 0
5:00 PM 0 0 0 0 0
5:15 PM 0 1 0 0 1
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
TOTAL VOLUMES: 0 1 0 0 1
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268^268
1125
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Fresno
N Minnewawa Avenue
Perrin Road
Date: 5/23/2024
Day: Thursday

BICYCLES
Southbound Westbound Northbound Eastbound
N Minnewawa Avenue Perrin Road N Minnewawa Avenue Perrin Road Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL VOLUMES: 0 2 0 0 0 0 0 0 0 0 0 0 2
Southbound Westbound Northbound Eastbound
N Minnewawa Avenue Perrin Road N Minnewawa Avenue Perrin Road Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4K)0 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 0 0 0 0
Counts Unlimited, inc.

PO Box 1178
Corona, OA 92878
951-268^268
1126
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicies - Laroe 2 Axle Vehicles - 3 Axle Vehicles - A+ Axie Trucks N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time LeftI Thru Riaht 1App. Total Left! Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 07:00 AM 10 25 6 41 0 40 15 55 13 26 0 39 6 48 16 70 205 07:15 AM 13 28 5 46 5 49 22 76 30 31 1 62 8 58 19 85 269 07:30 AM 5 44 8 57 1 80 33 114 27 36 3 66 3 83 44 130 367 07:45 AM 46 51 13 110 6 69 28 103 29 28 5 62 8 96 31 135 410 Total 74 148 32 254 12 238 98 348 99 121 9 229 25 285 110 420 1251 08:00 AM 22 47 6 75 3 61 36 100 31 42 4 77 11 75 23 109 361 08:15 AM 18 51 7 76 4 55 40 99 33 46 6 85 12 64 30 106 366 08:30 AM 14 49 4 67 5 52 29 86 26 32 1 59 10 58 25 93 305 08:45 AM 19 26 2 47 6 37 12 55 14 28 1 43 6 55 11 72 217 Total 73 173 19 265 18 205 117 340 104 148 12 264 39 252 89 380 1249 Grand Total 147 321 51 519 30 443 215 688 203 269 21 493 64 537 199 800 2500 Apprch % 28.3 61.8 9.8 4.4 64.4 31.2 41.2 54.6 4.3 8 67.1 24.9 Total % 5.9 12.8 2 20.8 1.2 17.7 8.6 27.5 8.1 10.8 0.8 19.7 2.6 21.5 8 32 PassdngorVehictos 140 316 46 502 27 432 207 666 196 256 19 471 61 517 193 771 2410 % PassongorVohklos 95.2 98.4 90.2 96.7 90 97.5 96.3 96.8 96.6 95.2 90.5 95.5 95.3 96.3 97 96.4 96.4 Largo 2 Axto Vohides 4 2 1 7 1 5 2 8 3 3 0 6 0 12 3 15 36 % Large 2 Alto VeMdM 2.7 0.6 2 1.3 3.3 1.1 0.9 1.2 1.5 1.1 0 1.2 0 2.2 1.5 1.9 1.4 3 Axle Vehicles 1 0 2 3 2 3 5 10 0 2 1 3 2 6 2 10 26
% 3 Axle Vehicles 0.7 0 3.9 0.6 6.7 0.7 2.3 1.5 0 0.7 4.8 0.6 3.1 1.1 1 1.2 1 4+ Axle Trucks 2 3 2 7 0 3 1 4 4 8 1 13 1 2 1 4 28
% 4+ Axle Trucks 1.4 0.9 3.9 1.3 0 0.7 0.5 0.6 2 3 4.8 2.6 1.6 0.4 0.5 0.5 1.1 N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Right App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht 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 5 44 8 57 1 80 33 114 27 36 3 66 3 83 44 130 367 07:45 AM 46 51 13 110 6 69 28 103 29 28 5 62 8 96 31 135 410 08:00 AM 22 47 6 75 3 61 36 100 31 42 4 77 11 75 23 109 361 08:15 AM 18 51 7 76 4 55 40 99 33 46 6 85 12 64 30 106 366 Total Volume 91 193 34 318 14 265 137 416 120 152 18 290 34 318 128 480 1504 % App. Total 28.6 60.7 10.7 3.4 63.7 32.9 41.4 52.4 6.2 7.1 66.2 26.7 PHF .495 .946 .654 .723 .583 .828 .856 .912 .909 .826 .750 .853 .708 .828 .727 .889 .917 1127
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
EA/V: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
<
"S
CO
§o
i-t
N Minnewawa Avenue
_Qyi_ , In , ,Total, 3^ laiil ImiI f
341 1931 9TI
Right Thru i
Left
u
Peak Hour Data
North
Peak Hour Begins at 07:30 AAjl
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
I—®
O
S. m
CO
— a
a
>
H c
O <B
^ T r*
Left Ttiru Rioht
I 1201 1S2I |18]
I
^ 12901 r~6^
Out In Total
M Minnowawa AwniiA
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 07:45 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 46 51 13 110 1 80 33 114 27 36 3 66 3 83 44 130 +15 mins. 22 47 6 75 6 69 28 103 29 28 5 62 8 96 31 135 +30 mins. 18 51 7 76 3 61 36 100 31 42 4 77 11 75 23 109 +45 mins. 14 49 4 67 4 55 40 99 33 46 6 85 12 64 30 106 Total Volume 100 198 30 328 14 265 137 416 120 152 18 290 34 318 128 480 % App. Total 30.5 60.4 9.1 3.4 63.7 32.9 41.4 52.4 6.2 7.1 66.2 26.7 PHF .543 .971 .577 .745 .583 .828 .856 .912 .909 .826 .750 .853 .708 .828 .727 .889 1128
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona. CA 92878
(951)268-8268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather; Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicles
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 07:00 AM 9 24 4 37 0 40 14 54 12 26 0 38 6 48 14 68 197 07:15 AM 13 28 4 45 4 47 22 73 27 28 1 56 8 54 18 80 254 07:30 AM 5 43 8 56 1 76 33 110 27 35 3 65 2 80 44 126 357 07:45 AM 46 51 13 110 6 69 27 102 29 27 5 61 8 93 31 132 405 Total 73 146 29 248 11 232 96 339 95 116 9 220 24 275 107 406 1213 08:00 AM 21 46 6 73 2 58 36 96 30 39 3 72 10 72 22 104 345 08:15 AM 15 49 6 70 3 54 37 94 33 44 6 83 12 63 28 103 350 08:30 AM 13 49 3 65 5 51 27 83 25 32 0 57 10 54 25 89 294 08:45 AM 18 26 2 46 6 37 11 54 13 25 1 39 5 53 11 69 208 Total 67 170 17 254 16 200 111 327 101 140 10 251 37 242 86 365 1197 Grand Total 140 316 46 502 27 432 207 666 196 256 19 471 61 517 193 771 2410 Apprch % 27.9 62.9 9.2 4.1 64.9 31.1 41.6 54.4 4 7.9 67.1 25 Total % 5.8 13.1 1.9 20.8 1.1 17.9 8.6 27.6 8.1 10.6 0.8 19.5 2.5 21.5 8 32 N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Right 1App. Total LeftI Thru Riaht 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 5 43 8 56 1 76 33 110 27 35 3 65 2 80 44 126 357 07:45 AM 46 51 13 110 6 69 27 102 29 27 5 61 8 93 31 132 405 08:00 AM 21 46 6 73 2 58 36 96 30 39 3 72 10 72 22 104 345 08:15 AM 15 49 6 70 3 54 37 94 33 44 6 83 12 63 28 103 350 Total Volume 87 189 33 309 12 257 133 402 119 145 17 281 32 308 125 465 1457 % App. Total 28.2 61.2 10.7 3 63.9 33.1 42.3 51.6 6 6.9 66.2 26.9 PHF .473 .926 .635 .702 .500 .845 .899 .914 .902 .824 .708 .846 .667 .828 .710 .881 .899 1129
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out In Total i 3101 I 309! 16^
I 33! 1891 87
Right Thru ^ i
Left
u
<
0)
$3o
Peak Hour Data
T
North
Peak Hour Begins at 07:30 AA|1
Passenger Vehicles
I—a
O
£. ml
CO
— ®
a.
>
H C
O O
S>
^ T r*
Left Thru Richt
119! 145!
2811 607!
Out In Total
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. 5 43 8 56 1 76 33 110 27 35 3 65 2 80 44 126
+15 mins. 46 51 13 110 6 69 27 102 29 27 5 61 8 93 31 132 +30 mins. 21 46 6 73 2 58 36 96 30 39 3 72 10 72 22 104 +45 mins. 15 49 6 70 3 54 37 94 33 44 6 83 12 63 28 103 Total Volume 87 189 33 309 12 257 133 402 119 145 17 281 32 308 125 465 % App. Total 28.2 61.2 10.7 3 63.9 33.1 42.3 51.6 6 6.9 66.2 26.9 PHF .473 .926 .635 .702 .500 .845 .899 .914 .902 .824 .708 .846 .667 .828 .710 .881 1130
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Grouos Printed- Lara e 2 Axle Vehicles
N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1app. Total Left 1 Thru 1Riaht 1App.Totai Left 1 Thm 1Riaht 1App.rotai Left 1 Thru 1Riaht 1app. rotai Int. Total 1 07:00 AM
07:15 AM
07:30 AM
07:45 AM
0 0 0 0
0 0 0 0
0 1 0 1
0 0 0 0
0 0 0 0
0 1 0 1
0 2 0 2
0 0 0 0
1 0 0 1
2 1 0 3
0 1 0 1
0 0 0 0
0 0 0 0
0 2 0 2
0 2 0 2
0 2 0 2
1 6
6 2
Totai 0 1 0 1 0 3 0 3 3 2 0 5 0 6 0 6 15
08:00 AM 1 0 0 1 1 2 0 3 0 0 0 0 0 2 1 3 7
08:15 AM 3 1 0 4 0 0 1 1 0 0 0 0 0 1 2 3 8
08:30 AM 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2 4
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
Totai 4 1 1 6 1 2 2 5 0 1 0 1 0 6 3 9 21
Grand Totai 4 2 1 7 1 5 2 8 3 3 0 6 0 12 3 15 36
Apprch % 57.1 28.6 14.3 12.5 62.5 25 50 50 0 0 80 20
Total % 11.1 5.6 2.8 19.4 2.8 13.9 5.6 22.2 8.3 8.3 0 16.7 0 33.3 8.3 41.7 N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. lotai Left 1 Thru 1Riaht 1App. lotai Left 1 Thru 1Riaht 1App. total Left 1 Thru 1Riaht 1App. total Int. Total 1 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 0 2 0 1 0 1 0 2 0 2 6
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
08:00 AM 1 0 0 1 1 2 0 3 0 0 0 0 0 2 1 3 7
08:15 AM 3 1 0 4 0 0 1 1 0 0 0 0 0 1 2 3 8
Total Volume 4 2 0 6 1 4 1 6 0 1 0 1 0 7 3 10 23
% App. Total 66.7 33.3 0 16.7 66.7 16.7 0 100 0 0 70 30 PHF .333 .500 .000 .375 .250 .500 .250 .500 .000 .250 .000 .250 .000 .875 .375 .833 .719 1131
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona. CA 92878
(951) 268-6268
City of Clovis
N/S: N MInnewawa Avenue
E/W: Shepherd Avenue
Weather Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
JolaL r^j I s]
iHI
Right Thru
3 Left U
Peak Hour Data
<
■s-si
w «
§o
<g ^ s—I North
in
Peak Hour Begins at 07:30 A^|l
Large 2 Axle Vehldes
I—®
o
S. ni
(ft
^ T r*
Left Thru Right . 01 11""^
□] D
Out In Total
M Mtnnowawfl Awnno
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 1 0 1 0 2 0 2 0 1 0 1 0 2 0 2
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
+30 mins. 1 0 0 1 1 2 0 3 0 0 0 0 0 2 1 3
+45 mins. 3 1 0 4 0 0 1 1 0 0 0 0 0 1 2 3
Total Volume 4 2 0 6 1 4 1 6 0 1 0 1 0 7 3 10
% App. Total 66.7 33.3 0 16.7 66.7 16.7 0 100 0 0 70 30 PHF .333 .500 .000 .375 .250 .500 .250 .500 .000 .250 .000 .250 .000 .875 .375 .833 1132
AGENDA ITEM NO. 15.

Counts Unlimited, inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep AM
Site Code ; 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Rioht 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
07:15 AM 0 0 1 1 1 0 0 1 0 1 0 1 0 2 1 3 6
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 1 1 0 2 4
07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2
Total 0 0 1 1 1 2 1 4 0 1 0 1 1 4 2 7 13
08:00 AM 0 0 0 0 0 0 0 0 0 1 1 2 1 1 0 2 4
08:15 AM 0 0 1 1 1 1 2 4 0 0 0 0 0 0 0 0 5
08:30 AM 1 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2
Total 1 0 1 2 1 1 4 6 0 1 1 2 1 2 0 3 13
Grand Total 1 0 2 3 2 3 5 10 0 2 1 3 2 6 2 10 26
Apprch % 33.3 0 66.7 20 30 50 0 66.7 33.3 20 60 20
Total % 3.8 0 7.7 11.5 7.7 11.5 19.2 38.5 0 7.7 3.8 11.5 7.7 23.1 7.7 38.5 N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total int. Total 1 Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 1 1 0 2 4
07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2
08:00 AM 0 0 0 0 0 0 0 0 0 1 1 2 1 1 0 2 4
08:15 AM 0 0 1 1 1 1 2 4 0 0 0 0 0 0 0 0 5
Total Volume 0 0 1 1 1 3 3 7 0 1 1 2 2 3 0 5 15
% App. Total 0 0 100 14.3 42.9 42.9 0 50 50 40 60 0
PHF .000 .000 .250 .250 .250 .375 .375 .438 .000 .250 .250 .250 .500 .750 .000 .625 .750 1133
AGENDA ITEM NO. 15.

Counts Unlimited. Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S; N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep AM
Site Code -.00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out , . In ,Total lZzI
11 01 ol
Right Thru ^ i
Left
u
<
5o
Peak Hour Data
T
North
Peak Hour Begins at 07:30 Altjl
3 Axle Vehidas
tj
I—o
*1 T r*
Left Thru RInht
I " I"
I i1 I ^
Out In Total
M Minno»/a»va Awan..A
O
S. ni
CO
>
-r c
o o
sPeak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 1 1 0 2
+15 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1
+30 mins. 0 0 0 0 0 0 0 0 0 1 1 2 1 1 0 2
+45 mins. 0 0 1 1 1 1 2 4 0 0 0 0 0 0 0 0
Total Volume 0 0 1 1 1 3 3 7 0 1 1 2 2 3 0 5
% App. Total 0 0 100 14.3 42.9 42.9 0 50 50 40 60 0
PHF .000 .000 .250 .250 .250 .375 .375 .438 .000 .250 .250 .250 .500 .750 .000 .625 1134
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min ShepAM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 4+ Axle Trucks
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Right 1App. Total LeftI Thru Right App. Total LeftI Thru Right 1App. Total LeftI Thru Right App. Total Int. Total 07:00 AM 1 1 2 4 0 0 1 1 0 0 0 0 0 0 1 1 6
07:15 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 0 0 0 3
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 1 1 2 4 0 1 1 2 1 2 0 3 0 0 1 1 10
08:00 AM 0 1 0 1 0 1 0 1 1 2 0 3 0 0 0 0 5
08:15 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
08:30 AM 0 0 0 0 0 1 0 1 1 0 1 2 0 2 0 2 5
08:45 AM 1 0 0 1 0 0 0 0 1 2 0 3 1 0 0 1 5
Total 1 2 0 3 0 2 0 2 3 6 1 10 1 2 0 3 18
Grand Total 2 3 2 7 0 3 1 4 4 8 1 13 1 2 1 4 28
Apprch % 28.6 42.9 28.6 0 75 25 30.8 61.5 7.7 25 50 25
Total % 7.1 10.7 7.1 25 0 10.7 3.6 14.3 14.3 28.6 3.6 46.4 3.6 7.1 3.6 14.3 N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Right 1App. Total Left 1 Thru 1Right 1App. Total Left 1 Thru 1Right 1App. Total Left 1 Thru 1Right 1App. Total InL 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:00 AM 0 1 0 1 0 1 0 1 1 2 0 3 0 0 0 0 5
08:15 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
Total Volume 0 2 0 2 0 1 0 1 1 5 0 6 0 0 0 0 9
% App. Total 0 100 0 0 100 0 16.7 83.3 0 0 0 0
PHF .000 .500 .000 .500 .000 .250 .000 .250 .250 .625 .000 .500 .000 .000 .000 .000 .450 1135
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep AM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
ToiaL
I Ql 2l~^
Right Thru i
Left
u
Peak Hour Data
s
£
<
"S^
w
$3o
%-T North
Peak Hour Begins at 07:30 AAjl
4-«- Axle Trucks
I—®
o_5. m
CO
^ T r*
Left Thru Riaht I ,ll 5l 'q]
Out In Total
N Minnftwawa A»»n»A
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 1 0 1 1 2 0 3 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 2 0 2 0 1 0 1 1 5 0 6 0 0 0 0
% App. Total 0 100 0 0 100 0 16.7 83.3 0 0 0 0
PHF .000 .500 .000 .500 .000 .250 .000 .250 .250 .625 .000 .500 .000 .000 .000 .000 1136
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicles - Large 2 /\xle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Right App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 1 04:00 PM 16 38 5 59 1 61 31 93 20 43 4 67 9 72 22 103 322 04:15 PM 14 44 6 64 0 50 25 75 29 38 5 72 7 85 23 115 326 04:30 PM 17 34 6 57 2 63 28 93 34 34 5 73 9 83 31 123 346 04:45 PM 18 45 8 71 3 56 21 80 33 45 5 83 14 53 19 86 320 Total 65 161 25 251 6 230 105 341 116 160 19 295 39 293 95 427 1314 05:00 PM 13 45 9 67 1 63 19 83 33 35 7 75 11 70 18 99 324 05:15 PM 10 46 13 69 2 67 22 91 35 51 6 92 12 72 31 115 367 05:30 PM 10 43 6 59 1 57 22 80 34 60 7 101 11 79 33 123 363 05:45 PM 15 35 8 58 2 53 25 80 27 59 4 90 10 74 29 113 341 Total 48 169 36 253 6 240 88 334 129 205 24 358 44 295 111 450 1395 Grand Total 113 330 61 504 12 470 193 675 245 365 43 653 83 588 206 877 2709 Apprch % 22.4 65.5 12.1 1.8 69.6 28.6 37.5 55.9 6.6 9.5 67 23.5 Total % 4.2 12.2 2.3 18.6 0.4 17.3 7.1 24.9 9 13.5 1.6 24.1 3.1 21.7 7.6 32.4 Passonger Vehicles 108 317 59 484 11 469 189 669 240 355 41 636 83 581 200 864 2653 % Pftssengaf Vehicles 95.6 96.1 96.7 96 91.7 99.8 97.9 99.1 98 97.3 95.3 97.4 100 98.8 97.1 98.5 97.9 Largo 2 Axle Vehidos 0 2 1 3 0 0 2 2 1 4 0 5 0 5 2 7 17 % Largo 2 Axle VeNdM 0 0.6 1.6 0.6 0 0 1 0.3 0.4 1.1 0 0.8 0 0.9 1 0.8 0.6 3 Axle Vehicles 2 5 0 7 1 0 2 3 3 2 1 6 0 2 2 4 20
% 3 Axle Vehicles 1.8 1.5 0 1.4 8.3 0 1 0.4 1.2 0.5 2.3 0.9 0 0.3 1 0.5 0.7 4+ Axle Trucks 3 6 1 10 0 1 0 1 1 4 1 6 0 0 2 2 19
% 4-1' Axle Trucks 2.7 1.8 1.6 2 0 0.2 0 0.1 0.4 1.1 2.3 0.9 0 0 1 0.2 0.7 N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1 App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Int. Total 1 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 13 45 9 67 1 63 19 83 33 35 7 75 11 70 18 99 324 05:15 PM 10 46 13 69 2 67 22 91 35 51 6 92 12 72 31 115 367 05:30 PM 10 43 6 59 1 57 22 80 34 60 7 101 11 79 33 123 363 05:45 PM 15 35 8 58 2 53 25 80 27 59 4 90 10 74 29 113 341 Total Volume 48 169 36 253 6 240 88 334 129 205 24 358 44 295 111 450 1395 % App. Total 19 66.8 14.2 1.8 71.9 26.3 36 57.3 6.7 9.8 65.6 24.7 PHF .800 .918 .692 .917 .750 .896 .880 .918 .921 .854 .857 .886 .917 .934 .841 .915 .950 1137
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out , , In Total j2z] r?53i r^oi £
I 36! 1691 481
Right Thru Left
Peak Hour Data
<
tn «
5 o3
9) 1
■tlr
North
Peak Hour Begins at 05:00 PA|I
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4* Axle Trucks
I—®
o
& nt
CO
— (D
>
-• £
o o
S"
*1 T r*
Left Thru Right
1291 2051
lag] I 3581 I 644!
Out In Total
N MinnAwflwa Awniit.

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 04:45 PM 04:30 PM 05:00 PM 05:00 PM
+0 mins. 18 45 8 71 2 63 28 93 33 35 7 75 11 70 18 99
+15 mins. 13 45 9 67 3 56 21 80 35 51 6 92 12 72 31 115 +30 mins. 10 46 13 69 1 63 19 83 34 60 7 101 11 79 33 123 +45 mins. 10 43 6 59 2 67 22 91 27 59 4 90 10 74 29 113 Total Volume 51 179 36 266 8 249 90 347 129 205 24 358 44 295 111 450 % App. Total 19.2 67.3 13.5 2.3 71.8 25.9 36 57.3 6.7 9.8 65.6 24.7 PHF .708 .973 .692 .937 .667 .929 .804 .933 .921 .854 .857 .886 .917 .934 .841 .915 1138
AGENDA ITEM NO. 15.

Counts Unfimited, Inc.

PO 00x1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Passenger Vehicles
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time Leftl Thru Riaht 1App. Total Leftl Thru Riaht App. Total Leftl Thru Riaht 1App. Total Leftl Thru Riaht App. Total Int. Total 04:00 PM 15 35 5 55 1 61 29 91 20 40 4 64 9 69 22 100 310 04:15 PM 14 40 4 58 0 50 25 75 29 37 5 71 7 83 21 111 315 04:30 PM 16 34 6 56 2 63 27 92 33 33 4 70 9 82 28 119 337 04:45 PM 17 44 8 69 2 56 20 78 32 44 5 81 14 52 19 85 313 Totai 62 153 23 238 5 230 101 336 114 154 18 286 39 286 90 415 1275 05:00 PM 13 44 9 66 1 63 19 83 32 34 7 73 11 70 18 99 321 05:15 PM 10 45 13 68 2 66 22 90 35 51 6 92 12 72 31 115 365 05:30 PM 8 42 6 56 1 57 22 80 32 57 6 95 11 79 32 122 353 05:45 PM 15 33 8 56 2 53 25 80 27 59 4 90 10 74 29 113 339 Total 46 164 36 246 6 239 88 333 126 201 23 350 44 295 110 449 1378 Grand Total 108 317 59 484 11 469 189 669 240 355 41 636 83 581 200 864 2653 Apprch % 22.3 65.5 12.2 1.6 70.1 28.3 37.7 55.8 6.4 9.6 67.2 23.1 Total % 4.1 11.9 2.2 18.2 0.4 17.7 7.1 25.2 9 13.4 1.5 24 3.1 21.9 7.5 32.6 N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time Leftl Thru Riaht 1App. Total Leftl Thru Riaht App. Total Leftl Thru Riaht 1App. Total Leftl Thru Riaht App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 13 44 9 66 1 63 19 83 32 34 7 73 11 70 18 99 321 05:15 PM 10 45 13 68 2 66 22 90 35 51 6 92 12 72 31 115 365 05:30 PM 8 42 6 56 1 57 22 80 32 57 6 95 11 79 32 122 353 05:45 PM 15 33 8 56 2 53 25 80 27 59 4 90 10 74 29 113 339 Total Volume 46 164 36 246 6 239 88 333 126 201 23 350 44 295 110 449 1378 % App. Total 18.7 66.7 14.6 1.8 71.8 26.4 36 57.4 6.6 9.8 65.7 24.5 PHF .767 .911 .692 .904 .750 .905 .880 .925 .900 .852 .821 .921 .917 .934 .859 .920 .944 1139
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(961)268-6268
City of Clovis
N/S: N Minnewawa Avenue
EMI: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out In Total ^ dig] cS
I 'ael 164I~^
Right Thru Leftu
Right Thr ^ i
Peak Hour Data
<
<o ^
5o
c + o '
North
Peak Hour Begins at 05:00 Pl^
Passenger Vehicles
t-§
O
£ nt
CO
— (D
>
H c
O O
sr
•h T
Left Thru Right
126! 2011 231
2801 I 350! I 63QI
Out in Total
N Minnftwflwa Awni.»
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 13 44 9 66 1 63 19 83 32 34 7 73 11 70 18 99
+15 mins. 10 45 13 68 2 66 22 90 35 51 6 92 12 72 31 115 +30 mins. 8 42 6 56 1 57 22 80 32 57 6 95 11 79 32 122
+45 mins. 15 33 8 56 2 53 25 80 27 59 4 90 10 74 29 113 Total Volume 46 164 36 246 6 239 88 333 126 201 23 350 44 295 110 449 % App. Total 18.7 66.7 14.6 1.8 71.8 26.4 36 57.4 6.6 9.8 65.7 24.5 PHF .767 .911 .692 .904 .750 .905 .880 .925 .900 .852 .821 .921 .917 .934 .859 .920 1140
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather; Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- Large 2 Axle Vehicles
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Right 1App. Total LeftI Thru Riaht App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 2 0 2 4
04:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 1 3 4
04:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 1 1 0 0 2 2 0 1 0 1 0 5 1 6 10
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 1 3 0 4 0 0 1 1 5
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 2 0 0 0 0 1 3 0 4 0 0 1 1 7
Grand Total 0 2 1 3 0 0 2 2 1 4 0 5 0 5 2 7 17
Apprch % 0 66.7 33.3 0 0 100 20 80 0 0 71.4 28.6
Total % 0 11.8 5.9 17.6 0 0 11.8 11.8 5.9 23.5 0 29.4 0 29.4 11.8 41.2 N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 1 3 0 4 0 0 1 1 5
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 1 3 0 4 0 0 1 1 7
% App. Total 0 100 0 0 0 0 25 75 0 0 0 100
PHF .000 .500 .000 .500 .000 .000 .000 .000 .250 .250 .000 .250 .000 .000 .250 .250 .350 1141
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO 80x1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
EI\N: Shepherd Avenue
Weather Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date ; 5/23/2024
Page No : 2
N Minnewawa Avenue
Out ■ , !n__, .Total
zi3]
2l Qi
Right Thru
^ i
Left
u
5o
to
<
a 't'
■tj
«—'
Peak Hour Data
T
North
Peak Hour Begins at 05:00 P^|l
Large 2 Axle Vehides
I—®
S.
o_
m
—
>
o
H C
o o
^ T r*
Left Thru Rlaht
I . ll 3l Q]
I 3| I 4l I 7l
Out In Total
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 1 3 0 4 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 1 3 0 4 0 0 1 1
% App. Total 0 100 0 0 0 0 25 75 0 0 0 100
PHF .000 .500 .000 .500 .000 .000 .000 .000 .250 .250 .000 .250 .000 .000 .250 .250 1142
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 3 Axle Vehicles
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Rioht 1App. Total LeftI Thru Rioht 1App. Total LeftI Thru Rioht 1App. Total LeftI Thru Rioht 1App. Total Int. Total 04:00 PM 0 2 0 2 0 0 1 1 0 1 0 1 0 1 0 1 5
04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 1 0 0 1 0 0 0 0 1 0 0 1 0 1 2 3 5
04:45 PM 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 2
Total 1 4 0 5 1 0 2 3 1 1 0 2 0 2 2 4 14
05:00 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 1 1 0 2 0 0 0 0 1 0 1 2 0 0 0 0 4
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 1 0 2 0 0 0 0 2 1 1 4 0 0 0 0 6
Grand Total 2 5 0 7 1 0 2 3 3 2 1 6 0 2 2 4 20
Apprch % 28.6 71.4 0 33.3 0 66.7 50 33.3 16.7 0 50 50
Total % 10 25 0 35 5 0 10 15 15 10 5 30 0 10 10 20
N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Rioht 1App. Total Left 1 Thru 1Rioht 1App. Total Left 1 Thru 1Rioht 1App. Total Left 1 Thru 1Rioht 1App. Total Int. Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 1 1 0 2 0 0 0 0 1 0 1 2 0 0 0 0 4
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 0 0 0 2 1 1 4 0 0 0 0 6
% App. Total 50 50 0 0 0 0 50 25 25 0 0 0
PHF .250 .250 .000 .250 .000 .000 .000 .000 .500 .250 .250 .500 .000 .000 .000 .000 .375 1143
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Ciovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No :2
N Minnewawa Avenue
Out In Total
i 01 11 11
Right Thru i
Left
u
<
w «-
5o
Peak Hour Data
T
North
Peak Hour Begins at 05:00 PAjl
3 Axle Vehicles
2 H
I f
' 5
T r*
Left Thru_ Right
I 2l ll
H I 4l
Out In Total
O
S m
0)
— a
B.
>
H c
O (S
s
Peak Hour Anaiysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mine. 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 1 1 0 2 0 0 0 0 1 0 1 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 0 0 0 2 1 1 4 0 0 0 0
% App. Total 50 50 0 0 0 0 50 25 25 0 0 0
PHF .250 .250 .000 .250 .000 .000 .000 .000 .500 .250 .250 .500 .000 .000 .000 .000 1144
AGENDA ITEM NO. 15.

Counts Unlimited. Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 1
Groups Printed- 4+ /^xle Trucks
N Minnewawa Avenue E Shepherd Avenue N Minnewawa Avenue W Shepherd Avenue Southbound Westbound Northbound Eastbound
Start Time LeftI Thru Riaht 1App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht 1App. Total LeftI Thru Riaht App. Total Int. Total 04:00 PM 1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
04:15 PM 0 2 1 3 0 0 0 0 0 1 0 1 0 0 1 1 5
04:30 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1 3
04:45 PM 1 1 0 2 0 0 0 0 1 1 0 2 0 0 0 0 4
Total 2 4 1 7 0 0 0 0 1 4 1 6 0 0 2 2 15
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 1 2 0 3 0 1 0 1 0 0 0 0 0 0 0 0 4
Grand Total 3 6 1 10 0 1 0 1 1 4 1 6 0 0 2 2 19
Apprch % 30 60 10 0 100 0 16.7 66.7 16.7 0 0 100
Total % 15.8 31.6 5.3 52.6 0 5.3 0 5.3 5.3 21.1 5.3 31.6 0 0 10.5 10.5 N Minnewawa Avenue
Southbound
E Shepherd Avenue
Westbound
N Minnewawa Avenue
Northbound
W Shepherd Avenue
Eastbound
Start Time Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total Left 1 Thru 1Riaht 1App. Total InL Total 1 Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total Volume 1 2 0 3 0 1 0 1 0 0 0 0 0 0 0 0 4
% App. Total 33.3 66.7 0 0 100 0 0 0 0 0 0 0
PHF .250 .250 .000 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .500 1145
AGENDA ITEM NO. 15.

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Clovis
N/S: N Minnewawa Avenue
EA/V: Shepherd Avenue
Weather: Clear
File Name : 06_CVS_Min_Shep PM
Site Code : 00324518
Start Date : 5/23/2024
Page No : 2
N Minnewawa Avenue
Out In Total
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Peak Hour Data
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Peak Hour Begins at 05:00 PAjl
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Left Thru Right
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Out In Total
N Minnawawfl Aupniro
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 1 0 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 0 0 0 0 0 0 0
Total Volume 1 2 0 3 0 1 0 1 0 0 0 0 0 0 0 0
% App. Total 33.3 66.7 0 0 100 0 0 0 0 0 0 0
PHF .250 .250 .000 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 1146
AGENDA ITEM NO. 15.

Location:

N/S:

E/W:

Fresno
N Minnewawa Avenue
Shepherd Avenue
Date: S/23/2024
Day: Thursday

PEDESTRIANS
North Leg East Leg South Leg West Leg
N Minnewawa Avenue Shepherd Avenue N Minnewawa Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
7:00 AM 0 0 0 0 0
7:15 AM 0 0 0 0 0
7:30 AM 0 0 1 0 1
7:45 AM 0 0 1 0 1
8:00 AM 0 0 0 0 0
8:15 AM 1 0 1 0 2
8:30 AM 0 0 0 0 0
8:45 AM 0 0 1 0 1
TOTAL VOLUMES: 1 0 4 0 5
North Leg East Leg South Leg West Leg
N Minnewawa Avenue Shepherd Avenue N Minnewawa Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
4:00 PM 0 0 0 0 0
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 0 0
4:45 PM 0 0 2 0 2
5:00 PM 0 0 0 0 0
5:15 PM 0 0 0 0 0
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
TOTAL VOLUMES: 0 0 2 0 2
Counts Unlimited, Inc.