Exhibit M-2 - Draft Environmental Impact Report Appendices — Fresno City Council, July 25, 2024 (part 2 of 3)

FRESNO GREENHOUSE GAS (GHG) REDUCTION PLAN UPDATE
MARCH 2021
Fresno Greenhouse Gas (GHG) Reduction Plan Update –
CEQA Project Consistency Checklist

INTRODUCTION
The City of Fresno updated its 2014 Greenhouse Gas (GHG) Reduction Plan (the Plan) in the year 2021 to conform with existing applicable State climate change policies and regulations. The GHG Plan Update outlines strategies that the City will undertake to achieve its proportional share of GHG emission reductions. The purpose of this GHG Reduction Plan Update Consistency Checklist (Checklist) is to help the City provide a streamlined review process for new development projects that are subject to discretionary review pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15183.5.

This Checklist has been developed as part of the GHG Plan Update implementation and monitoring process and will support the achievement of individual GHG reduction strategies as well as the City’s overall GHG reduction goals. In addition, this Checklist will further the City’s sustainability goals and policies that encourage sustainable development and aim to conserve and reduce the consumption of resources, such as energy and water. Projects that meet the requirements of this Checklist will be deemed to be consistent with the Fresno GHG Reduction Plan Update and will be found to have a less than significant contribution to cumulative GHG (i.e., the project’s incremental contribution to cumulative GHG effects is not cumulatively considerable), pursuant to CEQA Guidelines Sections 15064(h)(3), 15130(d), and 15183(b). Projects that do not meet the requirements in this Checklist will be deemed to be inconsistent with the Fresno GHG Reduction Plan Update and must prepare a project- specific analysis of GHG emissions, including quantification of existing and projected GHG emissions and incorporation of the measures in this Checklist to the extent feasible. This GHG Checklist can be updated to reflect adoption of new GHG reduction strategies or to comply with any changes and updates in the Plan or local, State or federal regulations. Note that not all the measures in the checklist are applicable to all projects. The projects should comply with applicable measures from the checklist.

Page 2 ends

FRESNO GREENHOUSE GAS (GHG) REDUCTION PLAN UPDATE
MARCH 2021

1. Project Information
Contact Information
Project No./Name:

Address:

Applicant Name/Co:
559-621-8023
Contact Information: City of Fresno

Project Information

1. What is the Site acreage of the Project?

2. Identify all Applicable Proposed Land uses:
326 Residential lots a. Residential (Indicate number of single-family units) b. Residential (Indicate number of multi-family units)
c. Commercial (total square footage)
d. Industrial (total square footage)
e. Other (describe)

3. Is the project or a portion of the project located in a transit priority area? (Y/N)

4. Provide a brief description of the project proposed:

Vesting Tentative Map No.6360 (TM6360) Project
North Armstrong Avenue and East McKinley Avenue
Chris Lang, Planner III
Development and Resource Management Dept.

Single-Family Residential

31.29 39 out-lot spaces would be included in the project. Potential uses for the out-lots would be landscaping, private pool, private road, private park, private parking, public pedestrian and public utility uses.

No The project would consist of the
development of 326 residential lots
ranging in sizes between 1,979 and 8,474
square feet (sf), with the average lot size
being 2,365 sf. In addition, 39 out-lot
spaces will be included as part of the
project as mentioned above. The
proposed project would also include
53,016 sf of open space, including a
11,777 sf park, a 15,207 sf pool and
recreation area. The project would also
include 157,367 sf of parking space.

Page 3 ends

FRESNO GREENHOUSE GAS (GHG) REDUCTION PLAN UPDATE
MARCH 2021

2. Determining Land Use Consistency
Checklist Item
As the first step in determining the consistency with the GHG Reduction Plan for discretionary development projects, this section allows the City to determine the project’s consistency with the land use assumptions used in the GHG Reduction Plan.

Yes No

1. Is the proposed project consistent with the approved General Plan, Specific Plan, and Community Plan planned land use and zoning designations?
If the answer is Yes, then proceed to the GHG Plan Update Consistency Checklist.

If the answer is No, then proceed to question 2.

2. If the proposed project is not consistent with the approved planned land use and zoning designation(s), then provide estimated GHG project emissions under both existing and proposed designation(s) for comparison. Compare the maximum buildout of the existing designation with the maximum buildout of the proposed designation.

If the estimated project emissions at maximum buildout of the proposed designation(s) is equivalent to or less than the estimated project emissions at maximum buildout of the existing designation(s), then in accordance with the City’s Significance Determination Thresholds, the project’s GHG impact is less than significant. If there is a proposed development project associated with this plan amendment and or rezone then complete the GHG Plan Update Consistency Checklist and incorporate applicable measures, otherwise there is no further step required.

If the estimated project emission at maximum buildout of the proposed designation(s) is greater than the estimated project emissions at maximum buildout of the existing designation(s), then in accordance with the City’s Significance Determination Thresholds, the project’s GHG impact is significant. The project must either show consistency with applicable GP objectives and policies (provide applicable GP objectives and policies here) or provide analysis and measures to incorporate into the project to bring the GHG emissions to a level that is less than or equal to the estimated project emission at maximum buildout of the existing designation(s) unless the decision
-maker finds th
at a measure is infeasible in accordance with
CEQA Guidelines Section 15091. If there is a proposed development project associated with this plan amendment and or rezone then complete the GHG Plan Update Consistency Checklist and incorporate applicable measures, otherwise there is no further step required.

X
The project site is currently
designated Low-Density Residential
in the General Plan and zoned within
the Residential Single-Family District
(RS-3). The proposed project would
require a General Plan Amendment
and Rezone to Medium Density
Residential and Residential Single-
Family, Medium Density
(RS-5) respectively. Based on the
existing Low-Density Residential
designation, the maximum buildout
of the existing designation would be
109 single-family residential units.

Based on the California Emissions
Estimator Model (CalEEMod), the
the estimated annual GHG emissions
associated with the maximum
buildout of the existing designation
are approximately 1,300.3 metric
tons of CO2e and the proposed
project’s estimated annual GHG
emissions are approximately 3,096.4
metric tons of CO2e. GHG emissions
associated with proposed project
would be greater than the estimated
emissions associated with maximum
buildout of the existing designation
due to the increase in density and
residential units.

Page 1 ends

FRESNO GREENHOUSE GAS (GHG) REDUCTION PLAN UPDATE
MARCH 2021

3. Greenhouse Gas (GHG) Reduction Plan Update - CEQA Project Consistency Checklist GHG Reduction Plan Update consistency review involves the evaluation of project consistency with the applicable strategies of the GHG Reduction Plan Update. The GHG reduction strategies identified in the GHG Reduction Plan Update relies upon the General Plan and additional local measures as the basis of the development related strategies to reduce GHG emissions. This checklist is developed based on the key local GHG reduction strategies and actions identified in the GHG Reduction Plan Update that are applicable to proposed development projects. Note that not all strategies listed below will apply to all projects. For example, not all projects will meet mixed-use related policies of the General Plan, because not all projects are required to be mixed use.

Checklist Item
(Check the appropriate box and provide an explanation for your answer) Relevant General Plan
Policy Yes No Not Applicable
(NA) Explanation
1: Land Use and Transportation Demand Strategies
a. Does the project include mixed-use, development? For GHG Reduction Plan consistency, mixed-use development is defined as pedestrian-friendly development that blends two or more residential, commercial, cultural, or institutional, uses, one of which must be residential
Policy UF-1-c, LU-3-b,
Objective-UF 12, UF-12-a,
UF-12-b, UF-12-d,
Policy RC-2-a
b. Is the project high density? For GHG Reduction Plan consistency, is the project developed at 12 units per acre or higher?
LU-5-f
c. Is the project infill development, pursuant to the General Plan definition of location within the City limits as of December 31, 2012? LU-2-a, Objective-12,
UF-12-a, UF-12-b, UF-12-d
d. Does the project implement pedestrian bicycle, and transit linkages with surrounding land uses and neighborhoods? For GHG Reduction Plan consistency, the project must include all sidewalks, paths, trails, and facilities required by the General Plan and Active Transportation Plan, as implemented through the Fresno Municipal Code and project conditions of approval.

Policy UF-1-c, UF-12-e,
Policy RC-2-a, Objective
MT-4,5,6, Policy MT-4-c,
Policy MT-6-a, Policy POSS-
7-h Objective MT 8, Policies
MT-8-a, MT-8-b
e. If the project includes mixed-use or high density development, is it located within ½ mile of a High Quality Transit Area as defined in the City’s CEQA Guidelines for Vehicle Miles Traveled? Or, is the project located within 500 feet of an existing or planned transit stop?
Policy UF-12-a,
UF-12-b, LU-3-b, Objective
MT 8, Policies MT-8-a,
MT-8-b
f. Will the project accommodate a large employer (over 100 employees) and will it implement trip reduction programs such as increasing transit use, carpooling, vanpooling, bicycling, or other measures to reduce vehicle miles traveled pursuant to San Joaquin Valley Air Pollution Control District Rule 9410?
See the SJVAPCD website for details: https://www.valleyair.org/rules/ currntrules/r9410.pdf
Policy MT-8-b, Objective
MT-9, Policy MT-10-c, San
Joaquin Valley Air Pollution
Control District Rule 9410
X
The proposed project includes
residential uses. The proposed
project would not include
mixed-use development.

X The proposed project would
consist of low-density residential.

X
The project would provide
complete streets for all
roadway improvements. In
addition, the proposed project
would include open space and
pedestrian-friendly areas.

X
The proposed project does not
include mixed-use or high
density development.

X
The proposed project would
include residential uses.

X
The project site is located within City limits and is
surrounded by residential and agricultural uses.

Page 2 ends

FRESNO GREENHOUSE GAS (GHG) REDUCTION PLAN UPDATE
MARCH 2021
Checklist Item
(Check the appropriate box and provide an explanation for your answer) Relevant General Plan
Policy Yes No Not Applicable
(NA) Explanation
g. If the project includes modifications to the transportation network, do those improvements meet the requirements of the City of Fresno’s Complete Streets Policy, adopted in October 2019? According to the policy, a complete street is a transportation facility that is planned, designed, operated, and maintained to provide safe mobility for all users - including bicyclists, pedestrians, transit vehicles, trucks, and motorists - appropriate to the function and context of the facility while connecting to a larger transportation network.

See City of Fresno website for details: https://www.fresno.gov/publicworks/wp- content/uploads/sites/17/2019/10/Complete-Streets-091119.pdf MT-1-g, MT-1-h
h. Does the project have a less than significant VMT impact, either through satisfying screening criteria or mitigating VMT impacts, pursuant to the City’s adopted VMT thresholds?
See City of Fresno website for details: https://www.fresno.gov/darm/wp- content/uploads/sites/10/2021/01/CEQA-Guidelines-for-Vehicle-Miles-Traveled- Final-Adopted-Version.pdf
MT-2-b, MT-2-c
2: Electric Vehicle Strategies
a. For new multi-family dwelling units with parking, does the project provide EV charging spaces capable of supporting future EV supply equipment (EV capable) at 10% of the parking spaces per 2019 California Green Building Standards Code (CALGREEN, Title 24, Part 11), Section 4.106.4 Policy RC-8-j
b. For new commercial buildings, does project provide EV charging spaces capable of supporting EV capable spaces at 4% to 10% of the parking spaces per 2019 California Green Building Standards Code (CALGREEN, Title 24, Part 11), Section 5.106.5.3
Policy RC-8-j
3: Energy Conservation Strategies
a. Does the project meet or exceed mandatory state building energy codes? If yes, does the project follow any other GreenPoint ratings such as LEED, Energy Star or others? If yes, indicate level of certification-Silver, gold, platinum if applicable?
Policy RC-5-c, Objective
RC-8, Policy RC 8-a
b. For commercial projects, does the project achieve net zero emissions electricity?
Mark NA if project will be permitted before 2030. Mark Yes if voluntary. Add source and capacity in explanation.

Additional Recommended
GHG Plan Measure,
supports Objective RC-8
X
As described in Section 4.3
Transportation, the proposed
project would have a
significant and unavoidable
VMT impact.

The project would provide
complete streets for all
roadway improvements.

X
X
The proposed project would be
required to comply with the
latest CALGreen standards
X
The proposed project would not
include commercial uses.

X
The project would exceed CALGreen
standards by 3.7% and include energy
reduction measures but would not
follow other GreenPoint ratings.

X
The project does not include
commercial uses and would be
permitted before 2030.

Page 3 ends

FRESNO GREENHOUSE GAS (GHG) REDUCTION PLAN UPDATE
MARCH 2021
Checklist Item
(Check the appropriate box and provide an explanation for your answer) Relevant General Plan
Policy Yes No Not Applicable
(NA) Explanation
4: Water Conservation Strategies
a. Does the project meet or exceed the mandatory outdoor water use measures of the 2019 California Green Building Standards Code (CALGREEN, Title 24, Part 11), Section 4.304?
If the project exceeds CalGreen Code mandatory measures provide methods in excess of requirements in the explanation.

Examples include outdoor water conservation measures such as; drought tolerant landscaping plants, compliant irrigation systems, xeriscape, replacing turf etc. Provide the conservation measure that the project will include in the explanation.

Objective RC-7,
Policy RC-7-a, RC-7-h
b. Does the project meet or exceed the mandatory indoor water use measures of the 2019 California Green Building Standards Code (CALGREEN, Title 24, Part 11), Section 4.303?
If the project exceeds CalGreen Code, mandatory measures provide methods in excess of requirements in the explanation. Examples may include water conserving devices and systems such as water leak detection system, hot water pipe insulation, pressure reducing valves, energy efficient appliances such as Energy Star Certified dishwashers, washing machines, dual flush toilets, point of use and/or tankless water heaters.

Objective RC-7,
Policy RC-7-a, RC-7-e
5: Waste Diversion and Recycling Strategies
a. Does the project implement techniques of solid waste segregation, disposal and reduction, such as recycling, composting, waste to energy technology, and/or waste separation, to reduce the volume of solid wastes that must be sent to landfill facilities?
Policy PU-9-a, RC-11-a
b. During construction will the project recycle construction and demolition waste?
Policy RC-11-a
c. Does the project provide recycling canisters in public areas where trashcans are also provided?
Policy RC-11-a
Note: The GHG reduction strategies included in this checklist are based on the GHG reduction strategies identified in the Chapter 5 of the GHG Reduction Plan Update.

X
The project would exceed
CALGreen standards by 3.7%
and would install water-wise
landscaping and drought
tolerant native California and/
or Mediterranean plant species
and install Intellisense
Environmental sensitive
landscape controllers.

The project would exceed
CALGreen standards by 3.7%
and would install all lead-free
plumbing fixtures including
water-saving shower heads
rated 1.75 gallons per minute
(gpm) and sink faucets rated to

1.5 gpm and install water
conservation toilets with a
flush rate of 1.228 gpm.

X
X
X
X
The proposed project would be
consistent with the CalRecycle
Waste Diversion and Recycling
Mandate.

The proposed project would
recycle construction waste.

The proposed project would
provide recycling canisters.

P UBLIC R EVIEW D RAFT E NVIRONMENTAL I MPACT R EPORT
J ANUARY 202 4
V ESTING T ENTATIVE T RACT M AP N O . 6360

F RESNO , C ALIFORNIA

APPENDIX F

TRAFFIC IMPACT STUDY

V ESTING T ENTATIVE T RACT M AP N O . 6360

F RESNO , C ALIFORNIA

P UBLIC R EVIEW D RAFT E NVIRONMENTAL I MPACT R EPORT
J ANUARY 202 4

This page intentionally left blank

June 2023

T R A F F I C I M P A C T S T U D Y

TRACT MAP 6360 PROJECT

FRESNO , FRESNO COUNTY, CALIFORNIA

June 2023

T R A F F I C I M P A C T S T U D Y

TRACT MAP 6360 PROJECT

FRESNO , FRESNO COUNTY, CALIFORNIA

Prepared for:

Harmanjit Dhaliwal, Supervising Professional Engineer
City of Fresno
2600 Fresno Street, Room 4064
Fresno, California 93721-3623

Prepared by:

LSA
1500 Iowa Avenue, Suite 200
Riverside, California 92507
951.781.9310

Project No. HAA2103
i

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................... i TABLES AND FIGURES ............................................................................................................................ iv LIST OF ABBREVIATIONS AND ACRONYMS ............................................................................................ vi

1.0 INTRODUCTION ................................................................................................ 1-1

1.1 Project Description ............................................................................................................ 1-1

1.2 Study Area ......................................................................................................................... 1-2

1.2.1 Study Intersections ............................................................................................................. 1-2

1.2.2 Roadway Segments ............................................................................................................ 1-2

1.3 List of Chapter 1.0 Figures ................................................................................................. 1-3

2.0 ANALYSIS METHODOLOGY ............................................................................... 2-1

2.1 Level of Service Definitions ............................................................................................... 2-1

2.2 Level of Service Procedures and Standards ...................................................................... 2-1

2.3 List of Chapter 2.0 Tables .................................................................................................. 2-3

3.0 CIRCULATION NETWORK SETTING .................................................................... 3-1

3.1 Study Area Circulation Network ........................................................................................ 3-1

3.2 Bicycle, Pedestrian, And Transit Facilities ......................................................................... 3-2

3.2.1 Bicycle Network .................................................................................................................. 3-2

3.2.2 Pedestrian Network ............................................................................................................ 3-2

3.2.3 Transit Network .................................................................................................................. 3-3

3.3 List of Chapter 3.0 Figures ................................................................................................. 3-3

4.0 TRAFFIC VOLUMES FOR NO PROJECT SCENARIOS ............................................ 4-11

4.1 Existing Traffic Volumes .................................................................................................. 4-11

4.2 Near-Term No Project Traffic Volumes ........................................................................... 4-12

4.3 Cumulative Year (2046) No Project Traffic Volumes ....................................................... 4-12

4.4 List of Chapter 4.0 Figures and Tables ............................................................................ 4-13

5.0 PROJECT TRAFFIC ........................................................................................... 5-23

5.1 Project Trip Generation ................................................................................................... 5-23

5.2 Project Trip Distribution and Assignment ....................................................................... 5-23

5.3 List of Chapter 5.0 Figures and Tables ............................................................................ 5-23

6.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS ........................................... 6-1

6.1 List of Chapter 6.0 Figures ................................................................................................. 6-1

7.0 INTERSECTION LEVELS OF SERVICE .................................................................... 7-1

7.1 Existing Levels of Service ................................................................................................... 7-1

7.1.1 Study Intersections ............................................................................................................. 7-1

7.1.2 Roadway Segments ............................................................................................................ 7-1

7.2 Existing Plus Project Levels of Service ............................................................................... 7-1

7.2.1 Study Intersections ............................................................................................................. 7-1

7.2.2 Roadway Segments ............................................................................................................ 7-2

7.3 Near-Term Plus Project Levels of Service .......................................................................... 7-2 ii

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

7.3.1 Study Intersections ............................................................................................................. 7-2

7.3.2 Roadway Segments ............................................................................................................ 7-2

7.4 Cumulative Year (2046) No Project Levels of Service ....................................................... 7-3

7.4.1 Study Intersections ............................................................................................................. 7-3

7.4.2 Roadway Segments ............................................................................................................ 7-3

7.5 Cumulative Year (2046) PLUS Project Levels of Service .................................................... 7-3

7.5.1 Study Intersections ............................................................................................................. 7-3

7.5.2 Roadway Segments ............................................................................................................ 7-4

7.6 List of Chapter 7.0 Tables .................................................................................................. 7-4

8.0 SIGNAL WARRANT ANALYSIS ............................................................................ 8-1

8.1 Fowler Avenue/McKinley Avenue ..................................................................................... 8-1

8.2 Fowler Avenue/Floradora Avenue .................................................................................... 8-1

8.3 Fowler Avenue/Olive Avenue ........................................................................................... 8-1

8.4 Armstrong Avenue/McKinley Avenue ............................................................................... 8-2

8.5 Armstrong Avenue/Floradora Avenue .............................................................................. 8-2

8.6 Armstrong Avenue/Olive Avenue ..................................................................................... 8-2

8.7 Temperance Avenue/McKinley Avenue ............................................................................ 8-2

8.8 Temperance Avenue/Floradora Avenue ........................................................................... 8-3

8.9 List of Chapter 8.0 Figures and Tables .............................................................................. 8-3

9.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES ................................ 9-42

9.1 Recommended Improvements ....................................................................................... 9-42

9.2 Funding Sources and Mechanisms .................................................................................. 9-42

9.2.1 Citywide Traffic Signal Mitigation Impact (TSMI) Program ............................................... 9-42

9.2.2 Fresno COG FTIP ............................................................................................................... 9-42

9.2.3 Project Fair Share.............................................................................................................. 9-43

9.3 List of Chapter 9.0 Figures and Tables ............................................................................ 9-43

10.0 INTERSECTION QUEUING ANALYSIS ................................................................ 10-1

10.1 List of Chapter 10.0 Tables .............................................................................................. 10-1

11.0 SITE ACCESS AND CIRCULATION ANALYSIS ...................................................... 11-1

11.1 Sight Distance Analysis .................................................................................................... 11-1

11.2 Driveway Spacing ............................................................................................................ 11-2

11.3 Project Driveway Queuing Analysis................................................................................. 11-2

11.4 List of Chapter 11.0 Figures ............................................................................................. 11-2

12.0 SAFE ROUTES TO SCHOOL EVALUATION .......................................................... 12-1

13.0 COLLISION ANALYSIS ...................................................................................... 13-1

13.1 Local Roadways and Intersections .................................................................................. 13-1

13.2 Caltrans Facilities ............................................................................................................. 13-1

14.0 VEHICLE MILES TRAVELED ANALYSIS ............................................................... 14-1

14.1 Methodology ................................................................................................................... 14-1

14.1.1 Project Screening Evaluation ............................................................................................ 14-1

14.1.2 Thresholds of Significance ................................................................................................ 14-2

14.1.3 Project Traffic Analysis Zone Update ................................................................................ 14-2 iii

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

14.1.4 Model Runs and Project Vehicle Miles Traveled Estimation ............................................ 14-2

14.2 Project Vehicle Miles Traveled Analysis .......................................................................... 14-2

14.3 VMT REDUCTION MEASURES – PROJECT DESIGN FEATURES AND MITIGATION MEASUREs ....................................................................................................................... 14-2

14.3.1 Project Design Features .................................................................................................... 14-3

14.3.2 Mitigation Measures ........................................................................................................ 14-6

14.4 List of Chapter 14.0 Tables .............................................................................................. 14-7

15.0 SUMMARY AND CONCLUSIONS ...................................................................... 15-1

15.1 Existing Conditions Summary .......................................................................................... 15-1

15.2 Near-Term Plus Project Conditions Summary ................................................................. 15-1

15.3 Cumulative Year (2046) Conditions Summary ................................................................ 15-1

15.4 Improvements Summary ................................................................................................. 15-1

15.5 Site Access and Circulation Analysis Summary ............................................................... 15-2

15.6 Safe Routes To School evaluation Summary ................................................................... 15-2

15.7 Collision Analysis Summary ............................................................................................. 15-2

15.8 Vehicle Miles Traveled Summary .................................................................................... 15-2

APPENDICES
A: SCOPING AGREEMENT
B: MCKINLEY AVENUE EXTENSION ALIGNMENT PLAN SHEETS
B: TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
C: VOLUME DEVELOPMENT WORKSHEETS
D: LEVEL OF SERVICE WORKSHEETS
E: QUEUING ANALYSIS WORKSHEETS
F: TASAS AND TIMS TRAFFIC COLLISION REPORTS
G: VMT CALCULATION WORKSHEETS
iv

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

FIGURES AND TABLES

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 3-1: City of Fresno Roadway Classifications ............................................................................. 3-4 Figure 3-2: Existing Study Intersection Geometrics and Traffic Control ............................................. 3-5 Figure 3-3: Existing and Near-Term Plus Project Study Intersection Geometrics and Traffic Control ........................................................................................................................................ 3-6 Figure 3-4: Cumulative Year (2046) Plus Project Study Intersection Geometrics and Traffic Control ........................................................................................................................................ 3-7 Figure 3-5: City of Fresno Existing and Proposed Bikeway Network ................................................... 3-8 Figure 3-6: City of Fresno Existing and Proposed Sidewalks ............................................................... 3-9 Figure 3-7: City of Fresno Network of Paths and Trails ..................................................................... 3-10 Figure 4-1: Existing Peak Hour Traffic Volumes................................................................................. 4-14 Figure 4-2: Cumulative Project Locations .......................................................................................... 4-15 Figure 4-3: Cumulative Project Trip Assignment ............................................................................... 4-16 Figure 4-4: Near-Term No Project Peak Hour Traffic Volumes ......................................................... 4-17 Figure 4-5: Cumulative (2046) No Project Peak Hour Traffic Volumes ............................................. 4-18 Figure 5-1: Project Trip Distribution .................................................................................................. 5-24 Figure 5-2: Project Trip Assignment .................................................................................................. 5-25 Figure 6-1: Existing with Project Peak Hour Traffic Volumes .............................................................. 6-2 Figure 6-2: Near-Term Plus Project Peak Hour Traffic Volumes ......................................................... 6-3 Figure 6-3: Cumulative Year (2046) Plus Project Peak Hour Traffic Volumes ..................................... 6-4 Figure 8-1: Warrant 3: Peak Hour - Fowler Avenue/McKinley Avenue - Near Term Conditions ........ 8-5 Figure 8-2: Warrant 3: Peak Hour - Fowler Avenue/McKinley Avenue - Cumulative Year (2046) Conditions ....................................................................................................................... 8-6 Figure 8-3: Warrant 2: 4 Hour - Fowler Avenue/Floradora Avenue - Existing Conditions .................. 8-7 Figure 8-4: Warrant 3: Peak Hour - Fowler Avenue/Floradora Avenue - Existing Conditions ............ 8-8 Figure 8-5: Warrant 3: Peak Hour - Fowler Avenue/Floradora Avenue - Near Term Conditions ....... 8-9 Figure 8-6: Warrant 3: Peak Hour - Fowler Avenue/Floradora Avenue - Cumulative Year (2046) Conditions ..................................................................................................................... 8-10 Figure 8-7: Warrant 2: 4 Hour - Fowler Avenue/Olive Avenue - Existing Conditions ....................... 8-11 Figure 8-8: Warrant 3: Peak Hour - Fowler Avenue/Olive Avenue - Existing Conditions .................. 8-12 Figure 8-9: Warrant 3: Peak Hour - Fowler Avenue/Olive Avenue - Near Term Conditions ............. 8-13 Figure 8-10: Warrant 3: Peak Hour - Fowler Avenue/Olive Avenue - Cumulative Year (2046) Conditions ................................................................................................................................ 8-14 Figure 8-11: Warrant 3: Peak Hour - Armstrong Avenue/McKinley Avenue - Existing Conditions ................................................................................................................................ 8-15 Figure 8-12: Warrant 3: Peak Hour - Armstrong Avenue/McKinley Avenue - Near Term Conditions ................................................................................................................................ 8-16 Figure 8-13: Warrant 3: Peak Hour - Armstrong Avenue/McKinley Avenue - Cumulative Year (2046) Conditions ..................................................................................................................... 8-17 v

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Figure 8-14: Warrant 2: 4 Hour - Armstrong Avenue/Floradora Avenue - Existing Conditions ........ 8-18 Figure 8-15: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Existing Conditions ................................................................................................................................ 8-19 Figure 8-16: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Near Term Conditions ................................................................................................................................ 8-20 Figure 8-17: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Cumulative Year (2046) Conditions ..................................................................................................................... 8-21 Figure 8-18: Warrant 3: Peak Hour - Armstrong Avenue/Olive Avenue - Existing Conditions ......... 8-22 Figure 8-19: Warrant 3: Peak Hour - Armstrong Avenue/Olive Avenue - Near Term Conditions ................................................................................................................................ 8-23 Figure 8-20: Warrant 3: Peak Hour - Armstrong Avenue/Olive Avenue - Cumulative Year (2046) Conditions ..................................................................................................................... 8-24 Figure 8-21: Warrant 2: 4 Hour -Temperance Avenue/McKinley Avenue - Existing Conditions....... 8-25 Figure 8-22: Warrant 3: Peak Hour - Temperance Avenue/McKinley Avenue - Existing Conditions ................................................................................................................................ 8-26 Figure 8-23: Warrant 3: Peak Hour - Temperance Avenue/McKinley Avenue - Near Term Conditions ................................................................................................................................ 8-27 Figure 8-24: Warrant 3: Peak Hour - Temperance Avenue/McKinley Avenue - Cumulative Year (2046) Conditions ............................................................................................................. 8-28 Figure 8-25: Warrant 2: 4 Hour -Temperance Avenue/Floradora Avenue - Existing Conditions ...... 8-29 Figure 8-26: Warrant 3: Peak Hour - Temperance Avenue/Floradora Avenue - Existing Conditions ................................................................................................................................ 8-30 Figure 8-27: Warrant 3: Peak Hour - Temperance Avenue/Floradora Avenue - Near Term Conditions ................................................................................................................................ 8-31 Figure 8-28: Warrant 3: Peak Hour - Temperance Avenue/Floradora Avenue - Cumulative Year (2046) Conditions ............................................................................................................. 8-32 Figure 9-1: Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control ........................................................................................................................... 9-44 Figure 9-2: Near-Term Plus Project with Improvements Study Intersection Geometrics and Traffic Control ........................................................................................................................... 9-45 Figure 9-3: Cumulative Year (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control ................................................................................................ 9-46 Figure 11-1: Corner Sight Distance at Project Driveway 1 ................................................................ 11-3 Figure 11-2: Corner Sight Distance at Project Driveway 2 ................................................................ 11-4

TABLES
Table 2-A: Intersection Level of Service Definitions ............................................................................ 2-4 Table 2-B: Roadway Segment Level of Service Definitions ................................................................. 2-4 Table 2-C: Level of Service Criteria for Unsignalized and Signalized Intersections ............................. 2-5 Table 2-D: Roadway Segment Capacity and Levels of Service ............................................................ 2-5 Table 4-A: Existing Roadway Segment Daily Traffic Volumes ........................................................... 4-19 Table 4-B: Cumulative Project Trip Generation ................................................................................. 4-20 Table 4-C: Near-Term Roadway Segment Daily Traffic Volumes ...................................................... 4-21 Table 4-D: Cumulative (2046) Roadway Segment Daily Traffic Volumes .......................................... 4-22 vi

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Table 5-A: Project Trip Generation .................................................................................................... 5-26 Table 7-A: Existing Intersection Levels of Service ............................................................................... 7-5 Table 7-B: Existing Roadway Segment Levels of Service ..................................................................... 7-6 Table 7-C: Near-Term Intersection Levels of Service .......................................................................... 7-7 Table 7-D: Near-Term Roadway Segment Levels of Service ............................................................... 7-8 Table 7-E: Cumulative Year (2046) Intersection Levels of Service ...................................................... 7-9 Table 7-F: Cumulative Year (2046) Roadway Segment Levels of Service .......................................... 7-10 Table 8-A: Eight-Hour Warrant Analysis - Condition A (70%) - Fowler Avenue/Floradora Avenue...................................................................................................................................... 8-33 Table 8-B: Eight-Hour Warrant Analysis - Condition B (80%) - Fowler Avenue/Floradora Avenue...................................................................................................................................... 8-34 Table 8-C: Eight-Hour Warrant Analysis - Condition A (70%) - Fowler Avenue/Olive Avenue.......... 8-35 Table 8-D: Eight-Hour Warrant Analysis - Condition A (70%) - Armstrong Avenue/Floradora Avenue...................................................................................................................................... 8-36 Table 8-E: Eight-Hour Warrant Analysis - Condition B (80%) - Armstrong Avenue/Floradora Avenue...................................................................................................................................... 8-37 Table 8-F: Eight-Hour Warrant Analysis - Condition A (70%) - Temperance Avenue/McKinley Avenue...................................................................................................................................... 8-38 Table 8-G: Eight-Hour Warrant Analysis - Condition B (80%) - Temperance Avenue/McKinley Avenue...................................................................................................................................... 8-39 Table 8-H: Eight-Hour Warrant Analysis - Condition A (70%) - Temperance Avenue/Floradora Avenue...................................................................................................................................... 8-40 Table 8-I: Eight-Hour Warrant Analysis - Condition B (80%) - Temperance Avenue/Floradora Avenue...................................................................................................................................... 8-41 Table 9-A: Recommended Improvements for Intersections ............................................................. 9-47 Table 9-B: Existing Plus Project with Recommended Improvements Intersection Levels of Service ...................................................................................................................................... 9-48 Table 9-C: Near-Term Plus Project with Recommended Improvements Intersection Levels of Service ...................................................................................................................................... 9-49 Table 9-D: Cumulative Year (2046) Plus Project with Recommended Improvements Intersection Levels of Service ................................................................................................... 9-50 Table 9-E: Recommended Improvements for Roadway Segments ................................................... 9-51 Table 9-F: Existing Plus Project with Recommended Improvements Roadway Segments Levels of Service ....................................................................................................................... 9-52 Table 9-G: Near-Term Plus Project with Recommended Improvements Roadway Segments Levels of Service ....................................................................................................................... 9-53 Table 9-H: Cumulative Year (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service ...................................................................................................... 9-54 Table 9-I: Intersection Improvement Funding Mechanism and Fair Share ....................................... 9-55 Table 9-J: Roadway Segment Improvement Funding Mechanism and Fair Share ............................ 9-56 Table 10-A: Existing Queuing Analysis ............................................................................................... 10-2 Table 10-B: Near-Term Queuing Analysis .......................................................................................... 10-3 Table 10-C: Cumulative Year (2046) Queuing Analysis ..................................................................... 10-4 Table 14-A: Regional and Project VMT per Capita ............................................................................ 14-8

vii

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

LIST OF ABBREVIATIONS AND ACRONYMS
ABM Activity-Based Model
AWSC All-Way Stop Control
Caltrans California Department of Transportation
City City of Fresno
COG (Fresno) Council of Governments
CUSD Clovis Unified School District
FAX Fresno Area Express
HCM Highway Capacity Manual
HCM 6 Highway Capacity Manual 6th Edition
HDM (Caltrans) Highway Design Manual
ITE Institute of Transportation Engineers
LOS Level of Service
mph Miles Per Hour
MUTCD Manual of Uniform Traffic Control Devices
NCHRP National Cooperative Highway Research Program
RS-3 Residential Single-Family District
SR-180 (State of California) State Route 180
SWITRS (State of California) Statewide Integrated Traffic Records System TASAS (Caltrans) Traffic Accident Surveillance and Analysis System TIMS (University of California, Berkeley) Transportation Injury Mapping System TIS Traffic Impact Study
TIZ Traffic Impact Zone
TSMI (City of Fresno) Traffic Signal Mitigation Impact
TWSC Two-Way Stop Control
v/c Volume to Capacity
VMT Vehicle Miles Traveled

1-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

1.0 INTRODUCTION
The Traffic Impact Study (TIS) has been prepared to assess the potential circulation impacts associated with the proposed Tract Map 6360 Project (project) in Fresno, Fresno County. The project site is located at the northeast corner of the intersection between Armstrong Avenue and the future extension of McKinley Avenue in the City. The project site is currently vacant. 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 Fresno (City) Traffic Impact Study Report Guidelines (TIS Guidelines), dated February 2, 2009, the City of Fresno CEQA Guidelines for Vehicle Miles Traveled Thresholds (adopted on June 25, 2020), County of Fresno, the California Department of Transportation (Caltrans), as well as the requirements for the disclosure of potential impacts and mitigation measures pursuant to the California Environmental Quality Act (CEQA). The scope of work for this TIS, including trip generation, trip distribution, study area, and analysis methodologies, has been approved by City staff, as well as County of Fresno and Caltrans, via the Scoping Agreement process. A copy of the Scoping Agreement is included as Appendix A.

This study examines traffic operations in the vicinity of the proposed project under the following five scenarios:
• Existing Conditions;
• Existing Plus Project Conditions;
• Near-Term Plus Project Conditions;
• Cumulative Year (2046) No Project Conditions; and
• Cumulative Year (2046) Plus Project Conditions.

Traffic conditions at study intersections and roadway segments 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 and 9:00 a.m. The p.m. peak hour is the 1 hour of highest traffic volumes occurring between 4:00 and 6:00 p.m.

1.1 PROJECT DESCRIPTION
The proposed project will include 326 single-family residential units. Access to the project will be provided via two full-access driveways, one located on Armstrong Avenue and the other located on the future extension of McKinley Avenue, between Armstrong Avenue and Temperance Avenue.

Based on discussion with City staff, this section of McKinley Avenue along the project frontage from Armstrong Avenue will be completed prior to the completion of the project. As such, the segment of McKinley Avenue, between Fowler Avenue and Temperance Avenue, is planned to be constructed prior to the completion of the project. Additionally, as per the City’s General Plan, McKinley Avenue is planned to be extended west of Fowler Avenue to connect to Sunnyside Avenue. Therefore, for purposes of this analysis, this extension of McKinley Avenue has been considered under cumulative year conditions. Figure 1-2 illustrates the conceptual site plan for the project. 1-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) The project site is zoned within the Residential Single-Family District (RS-3). The RS district is intended to provide for a variety of single-family residences built to urban or suburban standards to suit a spectrum of individual lifestyles and needs. This district is also meant to enhance the City’s residential neighborhoods while providing new opportunities for the development of a range of housing types throughout the City. The project site is designated Low-Density Residential in the Fresno General Plan (General Plan).

1.2 STUDY AREA
Based on the City’s TIS Guidelines, the study intersections for the TIS were identified on a case-by- case basis for each project. Study intersections and roadway segments considered for the analysis were finalized during the TIS scoping agreement process and based on the discussion with City staff.

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

1. Fowler Avenue/McKinley Avenue (City of Fresno/Fresno County – future intersection);

2. Fowler Avenue/Floradora Avenue (Fresno County);

3. Fowler Avenue/Olive Avenue (Fresno County);

4. Fowler Avenue/State Route 180 (SR-180) Westbound Ramps (Caltrans);

5. Fowler Avenue/SR-180 Eastbound Ramps (Caltrans);

6. Fowler Avenue/Belmont Avenue (City of Fresno/Fresno County);

7. Armstrong Avenue/McKinley Avenue (City of Fresno/Fresno County – future intersection);

8. Armstrong Avenue/Floradora Avenue (City of Fresno/Fresno County);

9. Armstrong Avenue/Olive Avenue (City of Fresno/Fresno County);

10. Temperance Avenue/McKinley Avenue (City of Fresno/Fresno County);

11. Temperance Avenue/Floradora Avenue (Fresno County);

12. Armstrong Avenue/Project Driveway 1 (City of Fresno); and

13. Project Driveway 2/McKinley Avenue (City of Fresno).

Figure 1-3 illustrates the study area intersections.

1.2.2 Roadway Segments
Per the Scoping Agreement (Appendix A), roadway segments analyzed in this study are as follows:

Fowler Avenue

1. Between McKinley Avenue and Floradora Avenue (Fresno County);

2. Between Floradora Avenue and Olive Avenue (Fresno County);

3. Between Olive Avenue and SR-180 Westbound Ramps (Fresno County);

4. Between SR-180 Eastbound Ramps and Belmont Avenue (Fresno County); Armstrong Avenue

5. Between Project Driveway 1 and McKinley Avenue (City of Fresno);

6. Between McKinley Avenue and Floradora Avenue (City of Fresno/Fresno County);

7. Between Floradora and Olive Avenue (City of Fresno); 1-3

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Temperance Avenue

8. Between McKinley Avenue and Floradora Avenue (Fresno County); McKinley Avenue

9. Between Fowler Avenue and Armstrong Avenue (City of Fresno/Fresno County – future segment);

10. Between Armstrong Avenue and Project Driveway 2 (City of Fresno – future segment);

11. Between Project Driveway 2 and Temperance Avenue (City of Fresno/Fresno County – future segment);
Floradora Avenue

12. Between Fowler Avenue and Armstrong Avenue (City of Fresno/Fresno County); and Olive Avenue

13. Between Fowler Avenue and Armstrong Avenue (City of Fresno/Fresno County).

For each roadway segment, the highest volume on any part of the segment will be considered as the analysis volume for the entire segment.

1.3 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

BELMONT AVENUE

MCKINLEY AVENUE

OLIVE AVENUE

CLINTON AVENUE

SHIELDS AVENUE

ARMSTRONG AVENUE
ÄÆ180

FOWLER AVENUE
SOURCE: Google Earth, 2018; County of Fresno Streets Data, 2021.

I:\HAA2103\Reports\Traffic\fig1-1_Reg_Loc.mxd (3/16/2022) FIGURE 1-1
Tract Map 6360 Project
Traffic Impact Study
Regional and Project Location
S!!N
Project Vicinity
Project Location
Madera
County
Fresno
County
ÃÃ43
ÃÃ168
ÃÃ180
ÃÃ41
ÃÃ99
Project
Location
Project Vicinity
0 1000 2000
FEET
LEGEND
City of Fresno Boundary
Project Location
SOURCE: Harbour & Associates, July 2022
I:\HAA2103\Reports\Traﬃc\ﬁg1-2_SitePlan.ai (07/10/2022) FIGURE 2
Conceptual Site Plan
Tract Map 6360 Project
Traﬃc Impact Study
SOURCE: Harbour & Associates, November 2022
I:\HAA2103\Reports\Traﬃc\ﬁg1-2_SitePlan.ai (3/16/2022)
FIGURE 1-2
Conceptual Site Plan
Tract Map 6360 Project
Traﬃc Impact Study
3400 170
FEET

!
!
!
!
!
!
!
!
!
!
!
!!

BELMONT AVENUE

MCKINLEY AVENUE

OLIVE AVENUE

ARMSTRONG AVENUE
ÄÆ180

FOWLER AVENUE

TEMPERANCE AVENUE

FLORADORA AVENUE
9 8
7 6
5 4
3 2
13 12
11 101
SOURCE: County of Fresno Streets Data, 2021.

I:\HAA2103\Reports\Traffic\fig1-3_StudyIntersections.mxd (3/16/2023) FIGURE 1-3
Tract Map 6360 Project
Traffic Impact Study
Study Area Intersections
LEGEND
Project Site
City of Fresno Boundary
! Study Intersections
0 750 1500
FEET
Project Driveway
Future Roadway
S!!N
2-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

2.0 ANALYSIS METHODOLOGY

2.1 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 in tersection. 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 the 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 2-A. A description of LOS for roadway segments is summarized in Table 2-B.

Table 2-C shows the LOS criteria for unsignalized and signalized intersections. For all study area intersections, the Highway Capacity Manual 6th Edition (HCM 6) analysis methodologies were used to determine intersection LOS. Intersection LOS was calculated using the Synchro 11 software, which uses the HCM 6 methodologies.

The TIS Guidelines recommend using Florida LOS tables for roadway segment analysis. Table 2-D summarizes the LOS criteria used to evaluate roadway segments based on the Florida LOS Tables for urbanized areas, which was adapted from Table 1 of the 2020 Quality/Level of Service Handbook, dated June 2020. The daily traffic volumes represent the total vehicles (both directions) traveling on a roadway segment within 24 hours.

2.2 LEVEL OF SERVICE PROCEDURES AND STANDARDS
Study intersections and roadway segments analyzed in this report are completely under the jurisdiction of the City of Fresno and the County of Fresno. However, intersections located at freeway on‐ramps and off‐ramps are under the jurisdiction of Caltrans.

Per the City of Fresno Traffic Impact Study Report Guidelines, updated February 2009, LOS D is considered as the level of service standard for study intersections and roadway segments under near-term conditions. The same criterion holds for cumulative year conditions, except for roadway segments that are adopted in the City’s Master General Plan to operate at LOS E or F. The City’s TIS Guidelines do not define an LOS standard under Existing Plus Project conditions.

It should be noted that all City of Fresno study intersections and roadway segments are located within the City of Fresno Traffic Impact Zone (TIZ) III. Per the City of Fresno’s General Plan, all intersections and roadway segments within TIZ III should maintain a peak hour LOS standard of D or better. Therefore, a LOS standard of D has been considered for intersections and roadway segments within the City of Fresno for all analysis conditions. The City 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:
2-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) a) Causes the intersection LOS to change from acceptable to unacceptable levels; OR b) Causes the intersection LOS to change from an unacceptable LOS (LOS E) to LOS F; OR c) Increases the average delay at a study intersection that is already operating at an unacceptable LOS.

The City’s TIS Guidelines do not define an operational deficiency criteria for roadway segments. For purposes of this analysis, at intersections under the City of Fresno jurisdiction, an operational deficiency has been considered when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) or when the project contributes to an existing or forecast deficiency.

The County of Fresno considers LOS D as the level of service standard on urban roadways within the spheres of influence of the Cities of Fresno and Clovis. The level of service standard on all other roadways in the County is LOS C. The County considers the following operational deficiency criteria for study intersections and roadway segments:
• Signalized Intersections
a) If the project causes an intersection that is operating at an acceptable LOS to deteriorate to an unacceptable LOS; OR
b) If the project causes the average delay to increase by more than 5.0 seconds at a signalized intersection that is operating at an unacceptable LOS. It is to be noted that a decrease from an unacceptable LOS to a lesser LOS (e.g., from LOS D to LOS E in County areas) is not considered a deficiency unless the corresponding delay increase is greater than 5.0 seconds. • Unsignalized Intersections
a) If the project causes a movement or approach that is operating at an acceptable LOS to deteriorate to an unacceptable LOS; OR
b) If the project causes the average delay to increase by more than 5.0 seconds on a movement or approach that is operating at an unacceptable LOS. It is to be noted that a decrease from an unacceptable LOS to a lesser LOS (e.g., from LOS D to LOS E in County areas) is not considered a deficiency unless the corresponding delay increase is greater than

5.0 seconds.
• Roadway Segments
a) If the project causes a roadway that is operating at an acceptable LOS to deteriorate to an unacceptable LOS; OR
b) If the project causes the V/C ratio (on a directional peak hour basis) to increase by more than 0.05 on a roadway that is already operating at an unacceptable LOS. It is to be noted that a decrease from an unacceptable LOS to a lesser LOS (e.g., from LOS D to LOS E in County areas) is not considered a deficiency unless the corresponding V/C ratio increase is greater than 0.05.

Caltrans considers an acceptable LOS to be between LOS C and D at all intersections under its jurisdiction (delay of 45 seconds at signalized intersections). Caltrans does not have any operational deficiency criteria for study intersections. Therefore, an operational deficiency occurs when the 2-3

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) for intersections or when the project contributes to an existing or forecast deficiency. The project needs to identify improvements to improve the intersection LOS to an acceptable level.

2.3 LIST OF CHAPTER 2.0 TABLES
• Table 2-A: Intersection Level of Service Definitions
• Table 2-B: Roadway Segment Level of Service Definitions • Table 2-C: Level of Service Criteria for Unsignalized and Signalized Intersections • Table 2-D: Roadway Segment Capacity and Levels of Service

2-4

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Table 2-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-capacity 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 (6th Edition)

Table 2-B: Roadway Segment Level of Service Definitions LOS Description
A
Describes primarily free-flow operation. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. Control Delay at the boundary intersection is minimal. The travel speed exceeds 80% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.

B
Describes reasonably unimpeded operation. The ability to maneuver within the traffic stream is only slightly restricted, and control delay at the boundary is not significant. The travel speed is between 67% and 80% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.

C
Describes stable operation. The ability to maneuver and change lanes at mid-segment locations may be more restricted than at LOS B. Longer queues at the boundary intersection may contribute to lower travel speeds. The travel speed is between 50% and 67% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.

D
Indicates a less stable condition in which small increases in flow may cause substantial increases in delay and decreases in travel speed. This operation may be due to adverse signal progression, high volume, or inappropriate signal timing at the boundary intersections. The travel speed is between 40% and 50% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.

E
Characterized by unstable operation and significant delay. Such operations may be due to some combination of adverse progression, high volume, and inappropriate signal timing at the boundary intersections. The travel speed is between 30% and 40% of the base free-flow speed, and the volume-to-capacity ratio is no greater than

1.0. 2-5

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Table 2-B: Roadway Segment Level of Service Definitions LOS Description
F
Characterized by flow at extremely low speed. Congestion is likely occurring at the boundary intersections, as indicated by high delay and extensive queuing. The travel speed is between 30% or less of the base free-flow speed, and the volume-to-capacity ratio is greater than 1.0.

Source: Highway Capacity Manual (6th Edition)

Table 2-C: 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 (6th Edition)

Table 2-D: Roadway Segment Capacity and Levels of Service Class I (40 MPH or Higher Posted Speed Limit)
Lanes Median
Level of Service

B C D E
2 Undivided * 15,120 15,930 *
4 Divided * 34,110 35,820 *
6 Divided * 52,560 53,910 *
8 Divided * 70,920 72,090 *
Class II (35 MPH or Slower Posted Speed Limit)
2 Undivided * 6,570 13,320 14,040
4 Divided * 13,050 29,160 30,420
6 Divided * 20,970 45,000 45,810
8 Divided * 28,800 60,570 61,290
1 The Florida LOS Tables includes the LOS capacities for State Signalized Arterials, and recommends a 10% adjustment for non-state signalized roadway system. Therefore, the roadway capacities have been calculated using a 10% adjustment to the values provided within the Florida LOS Table for urbanized area for State Signalized arterials.

Source: State of Florida 2020 Quality/level of Service Handbook, June 2020.

3-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

3.0 CIRCULATION NETWORK SETTING

3.1 STUDY AREA CIRCULATION NETWORK
The project study area includes the following major roadways as classified based on the roadway classification provided in the Circulation Element of the City’s General Plan. Figure 3-1 summarizes the classifications of major roadways within the study area. Following is a brief description of these roadways:

• Fowler Avenue: Within the study area, Fowler Avenue is designated as an Arterial in the City’s General Plan. Between McKinley Avenue and Olive Avenue, Fowler Avenue is a two-lane, undivided Arterial with a posted speed limit of 50 miles per hour. There are no bike facilities nor provision for on-street parking along either direction of this segment. Between Olive Avenue and Belmont Avenue, Fowler Avenue is mostly a four-lane, divided Arterial with a raised median and a posted speed limit of 45 miles per hour. There are bicycle lanes along both directions of this segment. However, there is no provision for on-street parking along either direction of this segment.
• Armstrong Avenue: Within the study area, Armstrong Avenue is designated as a Collector in the City’s General Plan. Between Yale Avenue and Floradora Avenue, Armstrong Avenue is a two- lane, undivided Collector with a posted speed limit of 45 miles per hour. There are no bike facilities nor provision for on-street parking along either direction of this segment. Between Floradora Avenue and Olive Avenue, Armstrong Avenue is a two-lane, divided Collector with a painted median and a posted speed limit of 45 miles per hour. There is a bicycle lane along the southbound direction of this segment. There is no provision for on-street parking along either direction of this segment.
• Temperance Avenue: Within the study area, Temperance Avenue is designated as a Super Arterial in the City’s General Plan. Between McKinley Avenue and Floradora Avenue, Temperance Avenue is a two-lane, undivided Super Arterial with a posted speed limit of 45 miles per hour. There are no bicycle facilities nor provision for on-street parking along either direction of this segment.
• McKinley Avenue: Within the study area, McKinley Avenue is designated as a Collector in the City’s General Plan. Per discussion with City staff, McKinley Avenue will be constructed as a two- lane, undivided Collector between Fowler Avenue and Temperance Avenue. As previously mentioned, McKinley Avenue does not currently exist between Fowler Avenue and Temperance Avenue. The segment of McKinley Avenue, between Fowler Avenue and Temperance Avenue, is planned to be constructed prior to the completion of the project. Additionally, as per the City’s General Plan, McKinley Avenue is planned to be extended west of Fowler Avenue to connect to Sunnyside Avenue. Therefore, for purposes of this analysis, this extension has been considered under cumulative year conditions. Detailed alignment plans for the McKinley Avenue extension are included in Appendix B.
• Floradora Avenue: Within the study area, Floradora Avenue is a local street and has no designation in the City’s General Plan. Between Fowler Avenue and Temperance Avenue, 3-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Floradora Avenue is a two-lane, undivided road. There are no bicycle facilities nor provision for on-street parking along either direction of this segment. • Olive Avenue: Within the study area, Olive Avenue is designated as a Collector in the City’s General Plan. Between Fowler Avenue and Armstrong Avenue, Olive Avenue is mostly a two- lane, divided Collector with a painted median and posted speed limit of 45 miles per hour. There is a bicycle lane on the westbound direction on this segment between the Southeast Surface Water Treatment Plant driveway and Armstrong Avenue. There is no provision for on-street parking on either direction of this segment.

Figure 3-2 illustrates existing study intersection geometrics and traffic control. Figure 3-3 illustrates study intersection geometrics and traffic control under existing plus project and near-term plus project scenarios. Figure 3-4 illustrates study intersection geometrics and traffic control under cumulative year plus project conditions.

3.2 BICYCLE, PEDESTRIAN, AND TRANSIT FACILITIES

3.2.1 Bicycle Network
The City of Fresno is committed to improving non-motorized travel. Bicycling can be a viable alternative to local work commutes and offers children a healthy way to get to school. To facilitate and encourage bicycle trips among other non-motorized modes of travel, the City has adopted its Active Transportation Plan in 2016 that includes a network of proposed facilities and implementation plan for the future. The City of Fresno Active Transportation Plan (adopted December 2016) provides an inventory of all existing bicycle infrastructure improvements to be implemented in the future.

According to the City of Fresno Active Transportation Plan, the bikeway network within the City is classified into four categories: Class I – Bike Paths, Class II – Bike Lanes, Class III – Bike Routes, and Class IV – Separated Bikeways. Class I bikeways provide bicycle travel on a paved right-of-way completely separated from any street or highway. Class II bikeways provide a stripped and stenciled lane for one-way travel on a street or highway. Class III bikeways provide shared use with motor vehicle traffic and are identified only by signage. Class IV bikeways are physically separated bikeway facilities distinct from the sidewalks and designated for exclusive bicyclist use.

Currently, Class II bikeways exist on parts of Fowler Avenue, Armstrong Avenue, and Olive Avenue within the study area. Proposed Class I bikeways are planned to be added along McKinley Avenue within the study area. Proposed Class II bikeways are planned to be added along Fowler Avenue, Armstrong Avenue, Temperance Avenue, and Olive Avenue within the study area. Figure 3-5 illustrates the existing and proposed bikeway network within the City.

3.2.2 Pedestrian Network
The implementation of enhanced pedestrian linkage with a comprehensive trails system links residential areas, schools, parks, and commercial centers so that residents can travel within the community without driving. Safe and attractive sidewalks and walkways improve the walkability of the City. Sidewalks are generally provided on both sides of the streets throughout the City.

Additionally, standard paved trails and non-standard unpaved trails are frequently used by bicyclists 3-3

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) and pedestrians in the City. The existence of trails and sidewalks provides accessible facilities, increases safety features, and improves walkability in the City.

Paved sidewalks are present on the southbound direction of Fowler Avenue south of Olive Avenue, on both sides of Armstrong Avenue south of Floradora Avenue, intermittently on the eastbound direction of Floradora Avenue, and intermittently on the westbound direction of Olive Avenue within the study area. Proposed paved sidewalks are planned to be added to the remainder of Fowler Avenue, Armstrong Avenue, Temperance Avenue, and Olive Avenue within the study area.

Additionally, the project will be constructing paved sidewalks along the project site frontage on Armstrong Avenue and McKinley Avenue. Figure 3-6 illustrates the existing and proposed sidewalk network within the City.

According to the City’s General Plan, the Old Town Clovis Trail currently runs alongside the Mill Ditch canal directly adjacent to the project site. The McKinley Avenue extension between Armstrong Avenue and Temperance Avenue is planned to intersect with the Mill Ditch canal and the Old Town Clovis Trail. The roadway extension is planned to be built over the canal and trail via an overpassing bridge. Therefore, the trail may still be used by pedestrians and bicyclists after the completion of the McKinley Avenue extension. Figure 3-7 illustrates the network of paths and trails within the City.

3.2.3 Transit Network
Fresno Area Express (FAX) is the Transportation Service Agency within the City and is responsible for coordinating transit services within its service area. FAX provides services via Route 1/Q (Bus Rapid Transit) as well as 17 other routes throughout the City and four routes for Clovis Transit. There are currently no transit routes present within the study area.

3.3 LIST OF CHAPTER 3.0 FIGURES
• Figure 3-1: City of Fresno Roadway Classifications
• Figure 3-2: Existing Study Intersection Geometrics and Traffic Control • Figure 3-3: Existing and Near-Term Plus Project Study Intersection Geometrics and Traffic Control
• Figure 3-4: Cumulative Year (2046) Plus Project Study Intersection Geometrics and Traffic Control
• Figure 3-5: City of Fresno Existing and Proposed Bikeway Network • Figure 3-6: City of Fresno Existing and Proposed Sidewalks • Figure 3-7: City of Fresno Network of Paths and Trails SOURCE: City of Fresno General Plan, 2014
P:\HAA2103-TM 6360\PRODUCTS\Traﬃc\GIS\Reports\ﬁg3-1_GP_Rdway.ai (3/16/2023) FIGURE 3-1
City of Fresno Roadway Classiﬁca�on
Tract Map 6360 Project
Traﬃc Impact Study
N

## ## 123
## ## 456
## ## 789

## ## 10 11 12
## ## 13 ##
FIGURE 3‐2
Legend
Signal Tract Map 6360 Project
Stop Sign Traffic Impact Study
De‐facto Right Turn Existing Study Intersection Geometrics and Traffic Control Project Driveway 2/McKinley Avenue















Fowler Avenue/McKinley Avenue Fowler Avenue/Floradora Avenue 



 

Armstrong Avenue/McKinley Avenue Armstrong Avenue/Floradora Avenue 
 

Armstrong Avenue/Olive Avenue
Temperance Avenue/McKinley Avenue Temperance Avenue/F loradora Avenue Armstrong Avenue/Project Driveway 1 


Fowler Avenue/Olive Avenue
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue /SR-180 Eastbound Ramps Fowler Avenue/Belmont Avenue 




d
d
Future
Intersection
Future
Intersection
Future
Intersection
Future
Intersection
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\g45_Geo_Exist NP.xlsx 3/23/2023 ## ## 123
## ## 456
## ## 789

## ## 10 11 12
## ## 13 ##
FIGURE 3‐3
Legend
Signal Project Driveway Tract Map 6360 Project
Stop Sign Future Segment Traffic Impact Study
De‐facto Right Turn Existing and Near‐Term Plus Project Study Intersection Geometrics and Traffic Control Project Driveway 2/McKinley Avenue
























 

Armstrong Avenue/McKinley Avenue Armstrong Avenue/Floradora Avenue 
 

Armstrong Avenue/Olive Avenue
Temperance Avenue/McKinley Avenue Temperance Avenue/F loradora Avenue Armstrong Avenue/Project Driveway 1 



Fowler Avenue/Olive Avenue
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue /SR-180 Eastbound Ramps Fowler Avenue/Belmont Avenue 







Fowler Avenue/McKinley Avenue Fowler Avenue/Floradora Avenue d
d
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\g45_Geo_Exist WP‐NT.xlsx 3/23/2023 ## ## 123
## ## 456
## ## 789

## ## 10 11 12
## ## 13 ##
FIGURE 3‐4
Legend
Signal Project Driveway Tract Map 6360 Project
Stop Sign Future Segment Traffic Impact Study
De‐facto Right Turn Cumulative Year (2046) Plus Project Study Intersection Geometrics and Traffic Control Fowler Avenue/Olive Avenue
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue /SR-180 Eastbound Ramps Fowler Avenue/Belmont Avenue 







Fowler Avenue/McKinley Avenue Fowler Avenue/Floradora Avenue Armstrong Avenue/Olive Avenue
Temperance Avenue/McKinley Avenue Temperance Avenue/Floradora Avenue Armstrong Avenue/Project Driveway 1 








 

Armstrong Avenue/McKinley Avenue Armstrong Avenue/Floradora Avenue 
 
















Project Driveway 2/McKinley Avenue






d
d
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\g45_Geo_zCumul WP.xlsx 3/23/2023 SOURCE: Fresno Ac�v e Transporta �on Plan, December 2016 N
P:\HAA2103-TM 6360\PRODUCTS\Traﬃc\GIS\Reports\ﬁg3-5_Bike.ai (3/16/2023) FIGURE 3-5
City of Fresno Exis�ng and Proposed Bikeway Network
Tract Map 6360 Project
Traﬃc Impact Study
Legend
SOURCE: Fresno Ac�v e Transporta �on Plan, December 2016 N
P:\HAA2103-TM 6360\PRODUCTS\Traﬃc\GIS\Reports\ﬁg3-6_Sidewalks.ai (3/16/2023) FIGURE 3-6
City of Fresno Exis�ng and Proposed Sidewalks
Tract Map 6360 Project
Traﬃc Impact Study
Legend
SOURCE: Fresno Ac�v e Transporta �on Plan, December 2016 P:\HAA2103-TM 6360\PRODUCTS\Traﬃc\GIS\Reports\ﬁg3-7_Trails.ai (3/16/2023) FIGURE 3-7
City of Fresno Network of Paths and Trails
Tract Map 6360 Project
Traﬃc Impact Study
LEGEND
N
4-11

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

4.0 TRAFFIC VOLUMES FOR NO PROJECT SCENARIOS

4.1 EXISTING TRAFFIC VOLUMES
Traffic volumes for existing conditions were developed using existing count data collected by Counts Unlimited in November 2022 at study intersections and roadway segments. Daily tube counts were collected for roadway segments while a.m. and p.m. peak hour turning movement counts were collected at study intersections.

However, due to construction activities on Armstrong Avenue north of Floradora Avenue, the roadway segment of Armstrong Avenue, north of Floradora Avenue, was closed for public use.

Therefore, the volumes along Armstrong Avenue were adjusted to account for this roadway closure.

Following is a brief summary for the adjustment procedure:
• Intersection (8) of Armstrong Avenue/Floradora Avenue – Year 2018 count data for this intersection was obtained from the Tentative Tract 6201 (Single-Family Housing) Traffic Impact Analysis, dated October 2018, by JLB Traffic Engineering, Inc. These traffic counts were further adjusted by applying an annual growth rate to historical count data. The annual growth rate was obtained from the Fresno COG ABM for this intersection. • Intersection (9) of Armstrong Avenue/Olive Avenue – Traffic volumes for this intersection were developed using count data collected by Counts Unlimited in November 2022, and further adjusted in accordance with the adjusted traffic volumes at Armstrong Avenue/Floradora Avenue.
• Intersection (10) of Temperance Avenue/Floradora Avenue – Traffic volumes for this intersection were developed using count data collected by Counts Unlimited in November 2022, and further adjusted in accordance with the adjusted traffic volumes at Armstrong Avenue/Floradora Avenue.
• Segment of Armstrong Avenue between McKinley Avenue and Floradora Avenue – Year 2018 count data for this segment was obtained from the Tentative Tract 6201 Traffic Impact Analysis, dated October 2018, by JLB Traffic Engineering, Inc. and adjusted by applying an annual growth rate obtained from Fresno COG ABM. • Segment of Armstrong Avenue between Floradora Avenue and Olive Avenue – Traffic volumes for this segment were developed using count data collected by Counts Unlimited in November 2022, and further adjusted in accordance with the adjusted traffic volumes at the segment of Armstrong Avenue between McKinley Avenue and Floradora Avenue.

Vehicle classification counts were collected at all study area intersections. Truck percentages for every approach at all intersections were obtained from the classification counts.

Figure 4-1 illustrates peak hour traffic volumes at study intersections under existing conditions.

Table 4-A shows peak hour traffic volumes at roadway segments under existing conditions. 4-12

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Detailed count sheets are included in Appendix C.

4.2 NEAR-TERM NO PROJECT TRAFFIC VOLUMES
As approved during the City’s scoping agreement process (Appendix A), traffic volumes for near- term conditions were developed by adding trips from cumulative projects in the area to existing traffic volumes. The segment of McKinley Avenue, between Fowler Avenue and Temperance Avenue, is planned to be constructed prior to the completion of the project. Therefore, for purposes of this analysis, this extension has been considered under near-term conditions.

Information concerning cumulative projects in the vicinity of the proposed project was obtained from City staff and from the adjacent jurisdictions of City of Clovis and Fresno County. Figure 4-2 illustrates the cumulative project locations. Trip generations for cumulative projects were either obtained from the respective traffic studies prepared for the projects or developed using trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition). Table 4-B summarizes the cumulative project trip generation. As shown in Table 4-C, the cumulative projects are expected to generate 5,107 a.m. peak hour trips, 3,723 p.m. peak hour trips, and 40,266 daily trips.

Cumulative project trips were assigned to the roadway network based on either the distributions provided in the respective traffic studies for these projects or their locations in relation to surrounding land uses and regional arterials. It should be noted that the McKinley Avenue extension between Fowler Avenue and Temperance Avenue was considered completed for the cumulative project trip distribution and assignments. Figure 4-3 illustrates the peak hour cumulative project trip assignment at study area intersections. Figure 4-4 illustrates the peak hour traffic volumes at study intersections under near-term conditions. Table 4-C shows the peak hour traffic volumes at roadway segments under near-term conditions.

It should be noted that traffic volumes for this scenario have been developed as an intermediate step to develop traffic volumes for the near-term plus project scenario. As such, an LOS analysis was not conducted for this scenario.

4.3 CUMULATIVE YEAR (2046) NO PROJECT TRAFFIC VOLUMES
Traffic volumes for cumulative year conditions were developed using the Fresno Council of Governments’ (Fresno COG’s) Activity-Based Model (ABM). The methodology used to develop cumulative year 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. It should be noted that the entire McKinley Avenue extension between Sunnyside Avenue and Temperance Avenue is integrated into the Fresno COG’s ABM. Figure 4-5 illustrates the peak hour traffic volumes at study intersections under cumulative year conditions. Table 4-D shows the peak hour traffic volumes at roadway segments under cumulative year conditions.

Detailed volume development worksheets are included in Appendix D. 4-13

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

4.4 LIST OF CHAPTER 4.0 FIGURES AND TABLES
• Figure 4-1: Existing Peak Hour Traffic Volumes
• Figure 4-2: Cumulative Project Locations
• Figure 4-3: Cumulative Project Trip Assignment
• Figure 4-4: Near-Term No Project Peak Hour Traffic Volumes • Figure 4-5: Cumulative Year (2046) No Project Peak Hour Traffic Volumes • Table 4-A: Existing Roadway Segment Daily Traffic Volumes • Table 4-B: Cumulative Project Trip Generation
• Table 4-C: Near-Term Roadway Segment Daily Traffic Volumes • Table 4-D: Cumulative Year (2046) Roadway Segment Daily Traffic Volumes

 40 / 59
 41 / 45  115 / 71
   2 / 3   386 / 212
  38 / 139   
59 / 89 
23 / 43 
123
 113 / 75
 62 / 36  114 / 93
 18 / 33    91 / 77
 214 / 329  66 / 56   
339 / 727  140 / 116 
47 / 71 
456
 10 / 5  19 / 34
 7 / 2  337 / 224
    48 / 3   107 / 80
 3 / 3    55 / 110   
6 / 3  111 / 165 
14 / 1  12 / 10 
789
 90 / 48
  72 / 62   1 / 1 
 12 / 8   
1 / 7 
10 11 12
13 FIGURE 4-1

XXX / YYY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Existing Peak Hour Traffic Volumes
194 / 142
2 / 1
650 / 227
0 / 3
55 / 50
152 / 295
7 / 9
3 / 1
Fowler Avenue/Belmont Avenue
34 / 22
49 / 12
Temperance Avenue/McKinley Avenue
347 / 486
204 / 123
459 / 96
216 / 429
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
559 / 429
72 / 95652 / 231
Armstrong Avenue/Olive Avenue
229 / 437
0 / 1
490 / 451
652 / 231
229 / 437
Armstrong Avenue/Floradora Avenue
402 / 486
751 / 356
182 / 327
676 / 302
73 / 61
559 / 509
Fowler Avenue/Olive Avenue
72 / 108
27 / 6
1 / 1
340 / 367
11 / 15
486 / 448
464 / 409
3 / 11
Fowler Avenue/Floradora Avenue
423 / 599
Fowler Avenue/McKinley Avenue
464 / 644
120 / 86
133 / 171
361 / 723
22 / 49
794 / 404
939 / 513
171 / 285
29 / 75
108 / 67
63 / 10
Temperance Avenue/Floradora Avenue
Project Driveway 2/McKinley Avenue
2 / 0
390 / 526
67 / 56
Armstrong Avenue/Project Driveway 1
Future Intersection
Future Intersection
Future Intersection
Future Intersection
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Vol_Exist_NP.xlsx 3/23/2023

 17 / 34
 98 / 35  30 / 55  20 / 9
  30 / 12   68 / 101   68 / 31
  6 / 25 
123
 139 / 152
 53 / 72  53 / 73
 91 / 93    46 / 67
 92 / 93  48 / 40   
99 / 99  92 / 74 
2 / 2 
456
 33 / 16  8 / 7
 100 / 34  1 / 2  0 / 2
  15 / 6   15 / 14   54 / 19
129 / 31    22 / 37    9 / 39  
9 / 30  2 / 3  66 / 17 
6 / 4  33 / 19 
789
 14 / 5
 139 / 50  23 / 7
  135 / 51  36 / 12 
9 / 8    57 / 16    
183 / 37  15 / 3 
13 / 8  5 / 3 
10 11 12
 148 / 56
186 / 52 
13 FIGURE 4-3

XXX / YYY
AM / PM Peak Hour Trips Tract Map 6360 Project
Project Driveway Traffic Impact Study
Future Segment Cumulative Projects Trip Assignment
Project Driveway 2/McKinley Avenue
2 / 3
237 / 72
14 / 22
275 / 51
Armstrong Avenue/Project Driveway 1Temperance Avenue/Floradora Avenue 59 / 54
193 / 154
86 / 115
30 / 31
133 / 144
226 / 232
221 / 241
76 / 53
15 / 17
Fowler Avenue/Olive Avenue
233 / 283
102 / 84
68 / 29
227 / 170
262 / 251
33 / 19
Fowler Avenue/Floradora Avenue
148 / 233
Fowler Avenue/McKinley Avenue
39 / 8
139 / 280
58 / 41
255 / 199
99 / 53
247 / 238
105 / 113
178 / 194
121 / 77
Armstrong Avenue/Olive Avenue
80 / 106
121 / 54
30 / 20
82 / 93
28 / 13
Armstrong Avenue/Floradora Avenue
4 / 11
32 / 8
79 / 82
39 / 18
Temperance Avenue/McKinley Avenue
15 / 3
4 / 14
76 / 62
39 / 21
40 / 103
Fowler Avenue/State Route 180 (SR-180)
Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps
Armstrong Avenue/McKinley Avenue
17 / 19
74 / 100
19 / 5
39 / 28
94 / 67
3 / 9
17 / 34
46 / 92
14 / 24
2 / 7
Fowler Avenue/Belmont Avenue
99 / 107
1 / 0
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Assign_CumulProj.xlsx 3/16/2023  57 / 93
 98 / 35  71 / 100  135 / 80
  30 / 12   70 / 104   454 / 243
  38 / 139   
65 / 114 
23 / 43 
123
 252 / 227
 115 / 108  167 / 166
 109 / 126    137 / 144
 306 / 422  114 / 96   
438 / 826  232 / 190 
49 / 73 
456
 33 / 16  18 / 12  19 / 36
 100 / 34  8 / 4  391 / 243
  15 / 6   63 / 17   107 / 80
129 / 31    25 / 40    64 / 149   
9 / 30  8 / 6  177 / 182 
20 / 5  45 / 29 
789
 104 / 53
 139 / 50
  207 / 113   1 / 1 
9 / 8    21 / 15   
183 / 37  6 / 10 
13 / 8 
10 11 12
 148 / 56
186 / 52 
13 FIGURE 4-4

XXXX / YYYY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Near-Term No Project Peak Hour Traffic Volumes 194 / 142
303 / 537
19 / 5
41 / 29
744 / 294
3 / 12
72 / 84
198 / 387
21 / 33
5 / 8
Fowler Avenue/Belmont Avenue
133 / 129
50 / 12
Temperance Avenue/McKinley Avenue
4 / 14
280 / 185
498 / 117
256 / 532
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
576 / 448
4 / 11
104 / 103
731 / 313
39 / 18
Armstrong Avenue/Olive Avenue
309 / 543
0 / 1
637 / 514
734 / 324
28 / 13
Armstrong Avenue/Floradora Avenue
649 / 724
856 / 469
360 / 521
797 / 379
131 / 102
814 / 708
99 / 53
Fowler Avenue/Olive Avenue
140 / 137
27 / 6
103 / 85
573 / 650
11 / 15
713 / 618
726 / 660
36 / 30
Fowler Avenue/Floradora Avenue
571 / 832
Fowler Avenue/McKinley Avenue
39 / 8
603 / 924
179 / 140
326 / 325
447 / 838
52 / 80
927 / 548
1165 / 745
392 / 526
105 / 128
123 / 84
67 / 21
Temperance Avenue/Floradora Avenue
Project Driveway 2/McKinley Avenue
4 / 3
675 / 607
361 / 508
342 / 107
Armstrong Avenue/Project Driveway 1
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Vol_NT_NP.xlsx 3/23/2023  103 / 37  78 / 105
 141 / 73  75 / 105  314 / 121
  362 / 76   74 / 109   477 / 339
49 / 112    39 / 166   
31 / 50  98 / 332 
144 / 307  24 / 46 
123
 266 / 223
 121 / 113  258 / 174
 121 / 133    144 / 151
 321 / 443  120 / 230   
487 / 867  244 / 200 
53 / 106 
456
 35 / 23  19 / 13  23 / 46
 294 / 61  8 / 4  411 / 355
  117 / 27   107 / 23   131 / 106
26 / 76    26 / 42    67 / 289   
135 / 73  8 / 6  186 / 501 
9 / 32  21 / 5  47 / 30 
789
 109 / 56
 146 / 53
  217 / 119   1 / 1 
40 / 120    23 / 16   
192 / 39  6 / 12 
14 / 68 
10 11 12
 155 / 59
195 / 55 
13 FIGURE 4-5

XXXX / YYYY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Cumulative Year (2046) No Project Peak Hour Traffic Volumes Project Driveway 2/McKinley Avenue
4 / 3
709 / 1091
472 / 1505
359 / 112
Armstrong Avenue/Project Driveway 1
70 / 24
Temperance Avenue/Floradora Avenue
188 / 147
342 / 341
469 / 880
55 / 88
977 / 540
1223 / 858
412 / 552
110 / 134
155 / 88
Fowler Avenue/Olive Avenue
147 / 363
33 / 6
108 / 89
602 / 683
48 / 16
749 / 649
762 / 693
38 / 32
Fowler Avenue/Floradora Avenue
600 / 874
Fowler Avenue/McKinley Avenue
633 / 970
273 / 318
47 / 158
138 / 107
26 / 68
826 / 743
104 / 56
665 / 815
879 / 486
401 / 553
837 / 447
Armstrong Avenue/Olive Avenue
325 / 570
0 / 1
951 / 779
772 / 341
29 / 14
Armstrong Avenue/Floradora Avenue
109 / 108
112 / 51
767 / 329
41 / 25
169 / 35
Temperance Avenue/McKinley Avenue
102 / 49
284 / 194
576 / 163
269 / 561
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
1350 / 889
244 / 167
318 / 563
20 / 167
43 / 30
835 / 357
3 / 13
76 / 88
208 / 406
22 / 74
5 / 8
Fowler Avenue/Belmont Avenue
140 / 135
67 / 20
Intersection
Does Not Exist
Intersection
Does Not Exist
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Vol_zCumul_NP.xlsx 3/23/2023 Existing
Existing Project With Project
Roadway # Segment ADT Trips ADT
1 between McKinley Avenue and Floradora Avenue 15,111 30 15,141 2 between Floradora Avenue and Olive Avenue 14,452 30 14,482 3 between Olive Avenue and SR‐180 Westbound Ramps 17,454 830 18,284 4 between SR‐180 Eastbound Ramps and Belmont Avenue 17,660 338 17,998 5 between Project Driveway 1 and McKinley Avenue 6,282 1,260 7,542 6 between McKinley Avenue and Floradora Avenue 6,282 1,290 7,572 7 between Floradora Avenue and Olive Avenue 6,507 1,260 7,767 Temperance Avenue 8 between McKinley Avenue and Floradora Avenue 11,543 154 11,697 9 between Fowler Avenue and Armstrong Avenue Future Segment 30 30 10 between Armstrong Avenue and Project Driveway 2 Future Segment 1,230 1,230 11 between Project Driveway 2 and Temperance Avenue Future Segment 276 276 Floradora Avenue 12 between Fowler Avenue and Armstrong Avenue 793 30 823 Olive Avenue 13 between Fowler Avenue and Armstrong Avenue 5,755 1,014 6,769 Table 4‐A ‐ Existing Roadway Segment Daily Traffic Volumes Fowler Avenue
Armstrong Avenue
McKinley Avenue
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\xRoadway.xlsx\Existing (3/23/2023) In Out Total In Out Total
F01 .
3515 Sabre Drive
Church1 30.760 TSF
Trips/Unit 0.20 0.12 0.32 0.22 0.27 0.49 7.60
Trip Generation 6 4 10 7 8 15 234
F02 .

Strip Retail Plaza (<40k)2 0.733 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip G e n e r a t i o n 112224 4 0
Pass‐by Trips3 0 0 0 (1) (1) (2) (16)
Net New T r i p s 112112 2 4
F03 .

General Light Industrial4,5 15.360 TSF
Truck Trips 112112 1 6
Auto Trips 819178 5 9
Total Net Trip Generation 9 2 11 2 8 10 75
F04 .

Warehousing6,7 8.500 TSF
Truck Trips 000000 5
Auto Trips 101011 1 0
Total Net Trip G e n e r a t i o n 101011 1 5
F05 .

Mini Warehouse8 146.875 TSF
Trips/Unit 0.05 0.04 0.09 0.07 0.08 0.15 1.45
Trip Generation 7 6 13 10 12 22 213
F06 .

General Office Building9 12.115 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip G e n e r a t i o n 1 621 831 5 1 81 3 1
F07 .

General Office Building9 3.496 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip G e n e r a t i o n 516145 3 8
F08 .

Warehousing6,7 184.000 TSF
Truck Trips 5 5 10 5 5 10 97
Auto Trips 1 752 261 7 2 32 1 7
Total Net Trip Generation 22 10 32 11 22 33 314
F09 .

Northeast quadrant of Olive Avenue and Clovis Avenue
Manufacturing10,11 8.804 TSF
Truck Trips 011011 9
Auto Trips 415235 3 3
Total Net Trip G e n e r a t i o n 426246 4 2
F10 .
59 DU
Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 6 1 82 41 91 13 0 3 9 8
Multifamily Housing (Low‐Rise) Not Close to Rail Transit12 5420 East Hedges Avenue
P21‐01082
5400 East Olive Avenue
P21‐06100
P21‐06497
295 North Clovis Avenue
North of Clinton Avenue and East of Sunnyside Avenue
P22‐01905
1441 North Clovis Avenue
P21‐03610
5434 East Lamona Avenue
P22‐01573
P21‐01732
P21‐00627
2636 North Larkin Avenue
P21‐02820
2587 North Sunnyside Avenue
P22‐03086
Table 4‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Cumulative Projects_.xlsx\Trip Gen Cumulative (Export) (3/16/2023) In Out Total In Out Total
Table 4‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
F11 .

Affordable Housing13 240 Bedrooms
Trips/Unit 0.12 0.33 0.45 0.16 0.11 0.27 3.60
Trip Generation 29 79 108 38 26 64 864
F12 .

Church1 47.500 TSF
Trips/Unit 0.20 0.12 0.32 0.22 0.27 0.49 7.60
Trip G e n e r a t i o n 1 0 6 1 61 01 32 3 3 6 1
F13 .

Single‐Family Detached Housing14 145 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 26 75 101 86 51 137 1,367
F14 .

Single‐Family Detached Housing14 49 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip G e n e r a t i o n 9 2 53 42 91 74 6 4 6 2
F15 .

Business Park15 18.940 TSF
Trips/Unit 1.15 0.20 1.35 0.32 0.90 1.22 12.44
Trip G e n e r a t i o n 2 242 661 7 2 32 3 6
F16 .

Fast‐Food Restaurant with Drive‐Through Window16 1.800 TSF Trips/Unit 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 41 39 80 31 29 60 841
Pass‐by Trips17 (21) (20) (40) (17) (16) (33) (442)
Net New T r i p s 2 12 04 01 41 32 7 3 9 9
Strip Retail Plaza (<40k)2 1.458 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip G e n e r a t i o n 21355 1 07 9
Pass‐by Trips3 0 0 0 (2) (2) (4) (32)
Net New T r i p s 213336 4 7
Total Trip Generation 43 40 83 36 34 70 920
Total Pass‐By Reduction (21) (20) (40) (19) (18) (37) (473) Total Net Trip Generation 23 21 43 17 16 33 447
979 North Fowler Avenue
North of Dakota Avenue and East of Fowler Avenue
P21‐02308
West side of North Bliss Avenue between Princeton Avenue and Shields Avenue
P20‐04866
North of Belmont Avenue and East of Laverne Avenue
P21‐02155
P21‐00561
North of Tulare Avenue and East of Clovis Avenue
P22‐02309
3600 North Fowler Avenue
P21‐04848
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Cumulative Projects_.xlsx\Trip Gen Cumulative (Export) (3/16/2023) In Out Total In Out Total
Table 4‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
F17 .

Fast‐Food Restaurant with Drive‐Through Window16 7.865 TSF Trips/Unit 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 179 172 351 135 125 260 3,677
Pass‐by Trips17 (90) (86) (176) (74) (69) (143) (1,930) Net New Trips 90 86 176 61 56 117 1,747
General Office Building9 22.185 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip G e n e r a t i o n 3 043 452 7 3 22 4 0
Business Park15 42.000 TSF
Trips/Unit 1.15 0.20 1.35 0.32 0.90 1.22 12.44
Trip G e n e r a t i o n 4 8 8 5 61 33 85 1 5 2 2
Total Trip Generation 257 184 441 153 190 343 4,439
Total Pass‐By Reduction (90) (86) (176) (74) (69) (143) (1,930) Total Net Trip Generation 168 98 266 79 121 200 2,509
F18 .

Single‐Family Detached Housing14 42 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip G e n e r a t i o n 8 2 23 02 51 54 0 3 9 6
F19 .

Single‐Family Detached Housing14 20 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip G e n e r a t i o n 41 0 1 4 1 271 91 8 9
F20 .

Automated Car Wash18 5.490 TSF
Trips/Unit 5.66 3.32 8.98 7.10 7.10 14.20 163.09
Trip Generation 31 18 49 39 39 78 895
F21 .

Warehousing6,7 19.800 TSF
Truck Trips 011011 1 0
Auto Trips 202112 2 3
Total Net Trip G e n e r a t i o n 213123 3 3
F22 .

Health/Fitness Club19 10.094 TSF
Trips/Unit 0.67 0.64 1.31 1.97 1.48 3.45 23.80
Trip Generation 7 6 13 20 15 35 240
F23 .

Recreational Community Center20 9.500 TSF
Trips/Unit 1.26 0.65 1.91 1.18 1.32 2.50 28.82
Trip G e n e r a t i o n 1 2 6 1 81 11 32 4 2 7 4
Strip Retail Plaza (<40k)2 11.250 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 16 11 27 37 37 74 613
Pass‐by Trips3 0 0 0 (15) (15) (30) (245)
Net New T r i p s 1 61 12 72 22 24 4 3 6 8
Total Trip Generation 28 17 45 48 50 98 887
Total Pass‐By Reduction 0 0 0 (15) (15) (30) (245)
Total Net Trip Generation 28 17 45 33 35 68 642
2920 North Burl Avenue
P20‐03480
6383 East Shield Avenue
460 North Fowler Avenue
P21‐04613
South of Fancher Creek Drive and West of Fowler Avenue
P21‐02587
6249 East Shield Avenue
P22‐01091
P22‐03022
960 North Fowler Avenue
P20‐04902
5925 East Tulare Street
P21‐00079
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Cumulative Projects_.xlsx\Trip Gen Cumulative (Export) (3/16/2023) In Out Total In Out Total
Table 4‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
F24 .

High‐Turnover (Sit‐Down) Restaurant21 0.511 TSF
Trips/Unit 5.26 4.31 9.57 5.52 3.53 9.05 107.20
Trip G e n e r a t i o n 325325 5 5
Pass‐by Trips22 0 0 0 (1) (1) (2) (24)
Net New T r i p s 325213 3 1
F25 .

Single‐Family Detached Housing14 90 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 16 47 63 53 32 85 849
F26 .
64 DU
Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip G e n e r a t i o n 6 1 92 52 01 23 2 4 3 1
F27 .

Single‐Family Detached Housing14 102 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 18 53 71 60 36 96 962
F28 .

Single‐Family Detached Housing14 206 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 37 107 144 122 72 194 1,943
Business Park15 142.255 TSF
Trips/Unit 1.15 0.20 1.35 0.32 0.90 1.22 12.44
Trip Generation 164 28 192 46 128 174 1,770
Total Trip Generation 201 135 336 168 200 368 3,713
F29 .

Single‐Family Detached Housing 257 DU
Trips/Unit 0.19 0.56 0.74 0.62 0.37 0.99 9.44
Trip Generation 48 143 190 160 94 254 2,426
F30 .

Single‐Family Detached Housing14 27 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip G e n e r a t i o n 51 4 1 9 1 692 52 5 5
F31 .

Warehousing6,7 15.150 TSF
Truck Trips 000011 8
Auto Trips 112112 1 8
Total Net Trip G e n e r a t i o n 112123 2 6
F32 .

Warehousing6,7 15.520 TSF
Truck Trips 000011 8
Auto Trips 112112 1 8
Total Net Trip Generation 112123 2 6
P22‐03496
1190 North Cypress Avenue
P21‐02767
1143 North Cypress Avenue
P22‐02424
North of Floradora Avenue and West of Armstrong Avenue
Tentative Tract 620123
North of Floradora Avenue and East of Armstrong Avenue
P22‐00417
North of Floradora Avenue and West of Temperance Avenue North of Clinton Avenue and East of Laverna Avenue
P22‐02376
2594 North Armstrong Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit12 P21‐03484
Southwest quadrant of Clinton Avenue and Armstrong Avenue P21‐04317
6407 East Shield Avenue
P21‐02805
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Cumulative Projects_.xlsx\Trip Gen Cumulative (Export) (3/16/2023) In Out Total In Out Total
Table 4‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
F33 .

Warehousing6,7 29.000 TSF
Truck Trips 011101 1 5
Auto Trips 303134 3 4
Total Net Trip G e n e r a t i o n 314235 4 9
F34 .

General Light Industrial4,5 100.000 TSF
Truck Trips 1 061 66 81 41 0 4
Auto Trips 5 175 874 4 5 13 8 3
Total Net Trip Generation 61 13 74 13 52 65 487
F35 .

Single‐Family Detached Housing14 105 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 19 55 74 62 37 99 990
Industrial Park24,25 605.484 TSF
Truck Trips 43 55 98 37 61 98 963
Auto Trips 88 21 109 24 85 109 1,077
Total Net Trip Generation 131 76 207 61 146 207 2,040
Total Net PCE Trip Generation 229 230 459 190 294 484 4,766 F36 .

General Light Industrial4,5 35.000 TSF
Truck Trips 426235 3 7
Auto Trips 1 822 031 5 1 81 3 4
Total Net Trip G e n e r a t i o n 2 242 651 8 2 31 7 1 F37 .

Single‐Family Detached Housing14 218 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 39 113 152 129 76 205 2,056
F38 .

Single‐Family Detached Housing14 30 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip G e n e r a t i o n 5 1 62 11 81 12 9 2 8 3
F39 .

Warehousing6,7 52.000 TSF
Truck Trips 123134 2 8
Auto Trips 516246 6 1
Total Net Trip G e n e r a t i o n 63937 1 08 9
F40 .

Assisted Living26 9.785 TSF
Trips/Unit 0.29 0.09 0.38 0.15 0.33 0.48 4.19
Trip G e n e r a t i o n 314134 4 1
FC01 .
7064 Belmont Avenue
Gasoline/Service Station27 4V F P
Trips/Unit 5.14 5.14 10.28 6.96 6.95 13.91 172.01
Trip Generation 21 21 42 28 28 56 688
Pass‐by Trips28 (13) (13) (26) (16) (16) (32) (413)
Net New Trips 8 8 16 12 12 24 275
P21‐03504
North of Kings Canyon Road and East of Armstrong Avenue CUP 3716
P20‐00577/P20‐00845
South of Belmont Avenue and East of Armstrong Avenue
P22‐01349
6709 East Belmont Avenue
P21‐02781
691 North Laverne Avenue
P21‐06620
6427 East Turner Avenue
P21‐05723
North of Belmont Avenue and East of Armstrong Avenue
P21‐06621
6362 East Washington Avenue
P21‐01573
6373 East Turner Avenue
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Cumulative Projects_.xlsx\Trip Gen Cumulative (Export) (3/16/2023) In Out Total In Out Total
Table 4‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
FC02 .

Middle School/Junior High School Trip Generation 1,400 Students 507 431 938 101 109 210 2,940 High School Trip Generation 2,900 Students 1,025 483 1,508 195 211 406 5,625 Total Trip Generation 1,532 914 2,446 296 320 616 8,565 CL01 .

Single‐Family Detached Housing14 294 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 53 153 206 173 103 276 2,768
CL02 . 379 DU
Trip Generation 71 214 285 239 140 379 3,608
Gross Trip Generation 2,818 2,532 5, 349 2,072 1,896 3,968 43,367 Pass‐By Trips Reduction (123) (119) (242) (126) (119) (245) (3,101) Total Net Trip Generation 2,695 2,413 5, 107 1,946 1,777 3,723 40,266 Notes:

DU = Dwelling Units; TSF = Thousand Square Feet; VFP = Vehicle Fueling Positions 1 Rates from Institute of Transportation Engineers (ITE) Trip Generation Manual, (11th Edition) Land Use 560 ‐ "Church" , Setting/Location ‐ 'General Urban/Suburban'. 2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 944 ‐ "Gasoline/Service Station" , Setting/Location ‐ 'General Urban/Suburban'. 28 29
30 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 130 ‐ "Industrial Park" , Setting/Location ‐ 'General Urban/Suburban'.

The resulting trips were converted to passenger vehicles and trucks based on the City of Fontana Truck Trip Generation Study, dated August 2003. As such, 21.4 percent of the traffic will be trucks.

Rates from ITE Trip Gener ation Manual , (11th Edition), Land Use 254 ‐ "Assisted Living" , Setting/Location ‐ 'General Urban/Suburban'.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 944 ‐ 'Gasoline/Service Station.' A pass‐by rate of 63% was used for the a.m. peak hour and a pass‐by rate of 57% was used fo
r the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.

Trip generation taken from "Terry Bradley Educational Cent er" traffic study by JLB Traffic Engineering, Inc (August 2022).

Trip generation taken from "Proposed Tentative Tract No. 6023" revised traffic study by Peters Engineering Group (July 2016).

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 492 ‐ "Health/Fitness Club" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edit ion), Land Use 495 ‐ "Recreational Community Center" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 932 ‐ "High‐Turnover (Sit‐Down) Restaurant" , Setting/Location ‐ 'General Urban/Suburban'.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 932 ‐ 'High‐Turnover (Sit‐Down) Restaurant.' A pa ss‐by rate of 43% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.

Trip generation taken from "Tentative Tract 6201" T raffic Impact Analysis by JLB Traffic Engineering, Inc (October 2018).

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 223 ‐ "Affordable Housing" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing " , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Gener ation Manual , (11th Edition), Land Use 770 ‐ "Business Park" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 934 ‐ "Fast‐Food Restaurant with Drive‐Through Window" , Setting/Location ‐ 'General Urban/Suburban'.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 934 ‐ 'Fast‐Food Restaurant with Drive‐Through Window.' A pass‐by rate of 50% was used for the a.m. peak hour and a pass‐by rate of 55% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Tr ip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 948 ‐ "Automated Car Wash" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 710 ‐ "General Office Building" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 140 ‐ "Manufacturing" , Setting/Location ‐ 'General Urban/Suburban'.

The resulting trips were converted to passenger vehicles and trucks based on the City of Fontana Truck Trip Generation Study, dated August 2003. As such, 21.4 perce nt of the traffic will be trucks.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 220 ‐ "Multifamily Housing (Low‐Rise) Not Close to Rail Transit" , Setting/Location ‐ 'General Urban/Suburban'.

The resulting trips were converted to passenger vehicles and trucks based on the City of Fontana Truck Trip Generation S tudy, dated August 2003. As such, 21.4 percent of the traffic will be trucks.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 150 ‐ "Warehousing" , Setting/Location ‐ 'General Urban/Suburban'.

The truck mix percentages were obtained from South Coast Air Quality Management District (SCAQMD) recommendations for warehousing projects. As such, The truck mix was c onsidered as 6.8% 2‐axle trucks, 5.5% 3‐axle trucks, and 18.7% 4 or more axle trucks.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 151 ‐ "Mini Warehouse" , Setting/Location ‐ 'General Urban/Suburban'.

West side of Leonard Avenue, South of Gettysburg Avenue, East of Thompson Avenue, and Nor th of Ashlan Avenue
TM 602330
Southeast corner of Ashlan Avenue and Highland Avenue
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 822 ‐ "Strip Retail Plaza (<40k)" , Setting/Location ‐ 'General Urban/Suburban'.

Since pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 822 ‐ 'Strip Retail Plaza (<40k)' do not exist. Pass‐by rates wer e taken from Land Use 821 ‐ 'Shopping Plaza (40‐150k).' A pass‐by rate of 40% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the p.m. pass‐by rate was used as the da
ily pass‐by rate.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 110 ‐ "General Light Industrial" , Setting/Location ‐ 'General Urban/Suburban'.

Clovis Unified’s Bradley Education Center29
Southeast quadrant of Leonard Avenue and Shields Avenue TM 6364
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Cumulative Projects_.xlsx\Trip Gen Cumulative (Export) (3/16/2023) Cumulative Near‐term
Existing Projects Near‐term Project With Project
Roadway # Segment ADT Trips ADT Trips ADT
1 between McKinley Avenue and Floradora Avenue 15,111 5,216 20,327 30 20,357 2 between Floradora Avenue and Olive Avenue 14,452 6,144 20,596 30 20,626 3 between Olive Avenue and SR‐180 Westbound Ramps 17,454 6,421 23,875 830 24,705 4 between SR‐180 Eastbound Ramps and Belmont Avenue 17,660 6,892 24,552 338 24,890 5 between Project Driveway 1 and McKinley Avenue 6,282 1,907 8,189 1,260 9,449 6 between McKinley Avenue and Floradora Avenue 6,282 1,896 8,178 1,290 9,468 7 between Floradora Avenue and Olive Avenue 6,507 1,064 7,571 1,260 8,831 Temperance Avenue 8 between McKinley Avenue and Floradora Avenue 11,543 2,914 14,457 154 14,611 9 between Fowler Avenue and Armstrong Avenue Future Segment 1,594 1,594 30 1,624 10 between Armstrong Avenue and Project Driveway 2 Future Segment 1,995 1,995 1,230 3,225 11 between Project Driveway 2 and Temperance Avenue Future Segment 1,995 1,995 276 2,271 Floradora Avenue 12 between Fowler Avenue and Armstrong Avenue 793 2,812 3,605 30 3,635 Olive Avenue 13 between Fowler Avenue and Armstrong Avenue 5,755 1,369 7,124 1,014 8,138 McKinley Avenue
Table 4‐C ‐ Near‐Term Roadway Segment Daily Traffic Volumes Fowler Avenue
Armstrong Avenue
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\xRoadway.xlsx\2026 NT (3/23/2023) Cumulative Year Cumulative Year
(2046) Project (2046)
Roadway # Segment ADT Trips With Project ADT
1 between McKinley Avenue and Floradora Avenue 21,343 30 21,373 2 between Floradora Avenue and Olive Avenue 21,626 30 21,656 3 between Olive Avenue and SR‐180 Westbound Ramps 25,069 830 25,899 4 between SR‐180 Eastbound Ramps and Belmont Avenue 25,780 338 26,118 5 between Project Driveway 1 and McKinley Avenue 8,598 1,260 9,858 6 between McKinley Avenue and Floradora Avenue 8,587 1,290 9,877 7 between Floradora Avenue and Olive Avenue 8,359 1,260 9,619 Temperance Avenue 8 between McKinley Avenue and Floradora Avenue 15,246 154 15,400 9 between Fowler Avenue and Armstrong Avenue 1,737 30 1,767 10 between Armstrong Avenue and Project Driveway 2 2,095 1,230 3,325 11 between Project Driveway 2 and Temperance Avenue 2,095 276 2,371 Floradora Avenue 12 between Fowler Avenue and Armstrong Avenue 3,785 30 3,815 Olive Avenue 13 between Fowler Avenue and Armstrong Avenue 8,269 1,014 9,283 Table 4‐D ‐ Cumulative Year (2046) Roadway Segment Daily Traffic Volumes Fowler Avenue
Armstrong Avenue
McKinley Avenue
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\xRoadway.xlsx\2046 Cum (3/23/2023) 5-23

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

5.0 PROJECT TRAFFIC

5.1 PROJECT TRIP GENERATION
The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) for Land Use 210 – “Single- Family Detached Housing”. Table 5-A summarizes the project trip generation. As shown in Table 5-A, the proposed project is anticipated to generate 3,074 daily trips, with 229 trips occurring during the a.m. peak hour and 306 trips occurring during the p.m. peak hour.

5.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The project trip distribution was developed using the select zone model run obtained from the Fresno Council of Governments’ (COG) Activity-Based Model (ABM). As previously mentioned in Section 4.3, the Fresno COG’s ABM includes the McKinley Avenue extension under future conditions. As such, distributions were developed to include the McKinley Avenue extension from Fowler Avenue to Temperance Avenue and from Sunnyside Avenue to Temperance Avenue for near- term and cumulative year conditions, respectively. The select zone distribution plot is included in Appendix A. Figure 5-1 illustrates the project trip distribution. The project trip assignment at the study intersections is the product of the project trip generation and the corresponding trip distribution percentages. Figure 5-2 illustrates the project trip assignment.

5.3 LIST OF CHAPTER 5.0 FIGURES AND TABLES
• Figure 5-1: Project Trip Distribution
• Figure 5-2: Project Trip Assignment
• Table 5-A: Project Trip Generation

 (5%)
 (1%)   (25%)
 5% 
123
   (6%)
 16%  6% 
456
 3%(16%)
 (1%)
  (20%)  
1%  1%  33% 
789
 (32%)
 1%    (25%)
(3%)    
(1%) 
(5%) 
10 11 12
 6%
 3%
37% 
(3%) 
13 FIGURE 5‐1
XX% (YY%)
Inbound (Outbound) Trip Distribution Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Project Trip Distribution
(33%)
Armstrong Avenue/Olive Avenue
8%
(41%)
20%
(8%) 32%
16%
16%(3%)
(22%)
5%
Temperance Avenue/McKinley Avenue
(37%)
(6%)
Temperance Avenue/Floradora Avenue
5%
Armstrong Avenue/Project Driveway 1
(16%)
25%
Fowler Avenue/SR-180 Eastbound Ramps
3%
22%
(5%)
41%
(1%)
Armstrong Avenue/Floradora AvenueArmstrong Avenue/McKinley Avenue (1%) (11%)
(1%)
Fowler Avenue/Floradora Avenue
1%
Fowler Avenue/McKinley Avenue
1%
Fowler Avenue/State Route 180 (SR-180)
Westbound Ramps
Fowler Avenue/Olive Avenue
1%
25%
Project Driveway 2/McKinley Avenue
(11%)
(16%)
Fowler Avenue/Belmont Avenue
11%
27%
(11%)
11%
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\z45_Dist.xlsx 3/31/2023  9 / 6
 2 / 1   43 / 29
 3 / 10 
123
   10 / 7
 9 / 31  4 / 12 
456
 29 / 24
 2 / 1
  34 / 23  
1 / 2  1 / 2  19 / 63 
789
 54 / 36
 1 / 2    43 / 29
5 / 3    
2 / 1 
9 / 6 
10 11 12
 4 / 12
 2 / 6
22 / 71 
5 / 3 
13 FIGURE 5-2

XX / YY
AM / PM Peak Hour Trips Tract Map 6360 Project
Project Driveway Traffic Impact Study
Future Segment Project Trip Assignment
Project Driveway 2/McKinley Avenue
3 / 10
Armstrong Avenue/Project Driveway 1
10 / 7
Temperance Avenue/Floradora Avenue
63 / 42
19 / 13
6 / 21
19 / 13
6 / 21
Fowler Avenue/Olive Avenue
1 / 2
15 / 48
2 / 1
Fowler Avenue/Floradora Avenue
1 / 2
Fowler Avenue/McKinley Avenue
1 / 2
2 / 1
16 / 52
19 / 13
27 / 18
Armstrong Avenue/Olive Avenue
27 / 18
9 / 6
15 / 48
19 / 61
13 / 42
Armstrong Avenue/Floradora Avenue
2 / 6
37 / 25
14 / 34
9 / 31
Temperance Avenue/McKinley Avenue
3 / 10
56 / 38
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
12 / 38
2 / 1
70 / 47
5 / 15
24 / 79
Fowler Avenue/Belmont Avenue
14 / 9
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Assign.xlsx 6/13/2023 Land Use Units In Out Total In Out Total
Single‐Family Detached Housing 326 DU
Trips/Unit1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 59 170 229 192 114 306 3,074
Note:

DU = Dwelling Units
1 Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing", Setting/Location ‐ "General Urban/Suburban."
Table 5‐A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour Daily
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\TripGeneration.xlsx\Project Trip Gen (3/16/2023) 6-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

6.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS
Existing, near-term, and cumulative year plus project traffic volumes were developed by adding project traffic to the traffic for the corresponding no project scenarios. Figures 6-1, 6-2 and 6-3 illustrate “plus project” peak hour traffic volumes at study intersections under existing, near-term, and cumulative year conditions, respectively.

Detailed volume development worksheets are included in Appendix D.

6.1 LIST OF CHAPTER 6.0 FIGURES
• Figure 6-1: Existing Plus Project Peak Hour Traffic Volumes • Figure 6-2: Near-Term Plus Project Peak Hour Traffic Volumes • Figure 6-3: Cumulative Year (2046) Plus Project Peak Hour Traffic Volumes

 40 / 59
 41 / 45  124 / 77
 2 / 1   2 / 3   429 / 241
  38 / 139   
62 / 99 
23 / 43 
123
 113 / 75
 62 / 36  124 / 100
 18 / 33    91 / 77
 223 / 360  66 / 56   
339 / 727  144 / 128 
47 / 71 
456
 29 / 24  10 / 5  19 / 34
 2 / 1  7 / 2  337 / 224
  34 / 23   48 / 3   107 / 80
1 / 2  4 / 5    74 / 173   
6 / 3  111 / 165 
14 / 1  12 / 10 
789
 90 / 48
 1 / 2  54 / 36
  72 / 62   1 / 1   43 / 29
5 / 3    12 / 8    
2 / 1  1 / 7 
9 / 6 
10 11 12
 4 / 12
 2 / 6
22 / 71 
5 / 3 
13 FIGURE 6-1

XXX / YYY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Existing Plus Project Peak Hour Traffic Volumes 194 / 142
12 / 38
4 / 2
720 / 274
0 / 3
55 / 50
157 / 310
7 / 9
3 / 1
Fowler Avenue/Belmont Avenue
34 / 22
49 / 12
661 / 262
Temperance Avenue/McKinley Avenue
3 / 10
218 / 132
515 / 134
240 / 508
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
559 / 429
2 / 6
72 / 95
689 / 256
14 / 34
Armstrong Avenue/Olive Avenue
256 / 455
0 / 1
499 / 457
15 / 48
19 / 61
242 / 479
Armstrong Avenue/Floradora Avenue
418 / 538
751 / 356
201 / 340
703 / 320
73 / 61
559 / 509
Fowler Avenue/Olive Avenue
87 / 156
27 / 6
1 / 1
341 / 369
11 / 15
488 / 449
466 / 410
3 / 11
Fowler Avenue/Floradora Avenue
424 / 601
Fowler Avenue/McKinley Avenue
1 / 2
464 / 644
120 / 86
133 / 171
380 / 736
22 / 49
800 / 425
945 / 534
190 / 298
29 / 75
108 / 67
63 / 10
Temperance Avenue/Floradora Avenue
63 / 42
Project Driveway 2/McKinley Avenue
2 / 0
393 / 536
347 / 486
67 / 56
Armstrong Avenue/Project Driveway 1
10 / 7
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Vol_Exist_WP.xlsx 3/23/2023  57 / 93
 98 / 35  71 / 100  144 / 86
  32 / 13   70 / 104   497 / 272
  38 / 139   
68 / 124 
23 / 43 
123
 252 / 227
 115 / 108  177 / 173
 109 / 126    137 / 144
 315 / 453  114 / 96   
438 / 826  236 / 202 
49 / 73 
456
 62 / 40  18 / 12  19 / 36
 102 / 35  8 / 4  391 / 243
  49 / 29   63 / 17   107 / 80
130 / 33    26 / 42    83 / 212   
9 / 30  8 / 6  177 / 182 
20 / 5  45 / 29 
789
 104 / 53
 140 / 52  54 / 36
  207 / 113   1 / 1   43 / 29
14 / 11    21 / 15    
185 / 38  6 / 10 
22 / 14 
10 11 12
 4 / 12
 150 / 62
22 / 71 
191 / 55 
13 FIGURE 6-2

XXXX / YYYY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Near-Term Plus Project Peak Hour Traffic Volumes Project Driveway 2/McKinley Avenue
4 / 3
678 / 617
361 / 508
342 / 107
Armstrong Avenue/Project Driveway 1
10 / 7
67 / 21
Temperance Avenue/Floradora Avenue
63 / 42
179 / 140
326 / 325
466 / 851
52 / 80
933 / 569
1171 / 766
411 / 539
105 / 128
123 / 84
Fowler Avenue/Olive Avenue
155 / 185
27 / 6
103 / 85
574 / 652
11 / 15
715 / 619
728 / 661
36 / 30
Fowler Avenue/Floradora Avenue
572 / 834
Fowler Avenue/McKinley Avenue
40 / 10
603 / 924
131 / 102
814 / 708
99 / 53
665 / 776
856 / 469
379 / 534
824 / 397
Armstrong Avenue/Olive Avenue
336 / 561
0 / 1
646 / 520
15 / 48
19 / 61
28 / 13
Armstrong Avenue/Floradora Avenue
104 / 103
768 / 338
53 / 52
6 / 17
743 / 355
Temperance Avenue/McKinley Avenue
7 / 24
294 / 194
554 / 155
280 / 611
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
576 / 448
194 / 142
316 / 579
31 / 43
43 / 30
814 / 341
3 / 12
72 / 84
203 / 402
21 / 33
5 / 8
Fowler Avenue/Belmont Avenue
133 / 129
50 / 12
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Vol_NT_WP.xlsx 3/23/2023  103 / 37  78 / 105
 141 / 73  75 / 105  323 / 127
  364 / 77   74 / 109   520 / 368
49 / 112    39 / 166   
31 / 50  101 / 342 
144 / 307  24 / 46 
123
 266 / 223
 121 / 113  268 / 181
 121 / 133    144 / 151
 330 / 474  120 / 230   
487 / 867  248 / 212 
53 / 106 
456
 64 / 47  19 / 13  23 / 46
 296 / 62  8 / 4  411 / 355
  151 / 50   107 / 23   131 / 106
26 / 76    27 / 44    86 / 352   
136 / 75  8 / 6  186 / 501 
9 / 32  21 / 5  47 / 30 
789
 109 / 56
 147 / 55  54 / 36
  217 / 119   1 / 1   43 / 29
45 / 123    23 / 16    
194 / 40  6 / 12 
23 / 74 
10 11 12
 4 / 12
 157 / 65
22 / 71 
200 / 58 
13 FIGURE 6-3

XXXX / YYYY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Cumulative Year (2046) Plus Project Peak Hour Traffic Volumes 244 / 167
331 / 605
32 / 205
45 / 31
905 / 404
3 / 13
76 / 88
213 / 421
22 / 74
5 / 8
Fowler Avenue/Belmont Avenue
140 / 135
67 / 20
781 / 372
Temperance Avenue/McKinley Avenue
105 / 59
298 / 203
632 / 201
293 / 640
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue/SR-180 Eastbound Ramps Armstrong Avenue/McKinley Avenue
1350 / 889
171 / 41
109 / 108
112 / 51
804 / 354
55 / 59
Armstrong Avenue/Olive Avenue
352 / 588
0 / 1
960 / 785
15 / 48
19 / 61
29 / 14
Armstrong Avenue/Floradora Avenue
681 / 867
879 / 486
420 / 566
864 / 465
138 / 107
26 / 68
826 / 743
104 / 56
Fowler Avenue/Olive Avenue
162 / 411
33 / 6
108 / 89
603 / 685
48 / 16
751 / 650
764 / 694
38 / 32
Fowler Avenue/Floradora Avenue
601 / 876
Fowler Avenue/McKinley Avenue
633 / 970
273 / 318
48 / 160
188 / 147
342 / 341
488 / 893
55 / 88
983 / 561
1229 / 879
431 / 565
110 / 134
155 / 88
70 / 24
Temperance Avenue/Floradora Avenue
63 / 42
Project Driveway 2/McKinley Avenue
4 / 3
712 / 1101
472 / 1505
359 / 112
Armstrong Avenue/Project Driveway 1
10 / 7
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Vol_zCumul_WP.xlsx 3/23/2023 7-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

7.0 INTERSECTION LEVELS OF SERVICE

7.1 EXISTING LEVELS OF SERVICE
Figure 3-1 illustrates existing study intersection geometrics and traffic control.

7.1.1 Study Intersections
An intersection LOS analysis was conducted for existing conditions using the methodologies previously discussed. Table 7-A summarizes the results of this analysis and shows that the following intersections are forecast to operate at a deficient LOS under existing conditions:
• Fowler Avenue/Olive Avenue (a.m. and p.m. peak hours); • Fowler Avenue/SR-180 Eastbound Ramps (p.m. peak hour only); and • Temperance Avenue/McKinley Avenue (a.m. and p.m. peak hours).

All other study intersections currently operate at a satisfactory LOS under existing conditions.

7.1.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing conditions using the methodologies previously discussed. Table 7-B summarizes the results of this analysis and shows that the following roadway segment is forecast to operate at a deficient LOS under existing conditions:
• Fowler Avenue, between Olive Avenue and SR-180 Westbound Ramps.

All other roadway segments currently operate at a satisfactory LOS under existing conditions.

7.2 EXISTING PLUS PROJECT LEVELS OF SERVICE
Analysis of the existing with 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 cumulative projects and deals specifically with operational deficiencies only due to the project traffic. Figure 3-3 illustrates the study intersection geometrics and traffic control under existing plus project conditions.

7.2.1 Study Intersections
An intersection LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 7-A summarizes the results of this analysis and shows that the following intersection is forecast to operate at a deficient LOS under existing plus project conditions:
• Fowler Avenue/Olive Avenue (a.m. and p.m. peak hours); • Fowler Avenue/SR-180 Eastbound Ramps (p.m. peak hour only); and • Temperance Avenue/McKinley Avenue (a.m. and p.m. peak hours). 7-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) All these intersections are currently operating at a deficient LOS. As such, the project is forecast to add to the existing deficiencies at these locations. All other study intersections are forecast to operate at a satisfactory LOS under existing plus project conditions.

7.2.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 7-B summarizes the results of this analysis and shows that the following roadway segment is forecast to operate at a deficient LOS under existing plus project conditions:
• Fowler Avenue, between Olive Avenue and SR-180 Westbound Ramps.

This study segment is currently operating at a deficient LOS. As such, the project is forecast to add to the existing deficiency at this segment. All other roadway segments are forecast to operate at a satisfactory LOS under existing plus project conditions.

7.3 NEAR-TERM PLUS PROJECT LEVELS OF SERVICE

7.3.1 Study Intersections
An intersection LOS analysis was conducted for near-term plus project conditions using the methodologies previously discussed. Table 7-C summarizes the results of this analysis and shows that the following intersection is forecast to operate at a deficient LOS under near-term plus project conditions:
• Fowler Avenue/McKinley Avenue (a.m. and p.m. peak hours); • Fowler Avenue/Floradora Avenue (a.m. and p.m. peak hours); • Fowler Avenue/Olive Avenue (a.m. and p.m. peak hours); • Fowler Avenue/SR-180 Eastbound Ramps (p.m. peak hour only) • Armstrong Avenue/McKinley Avenue (a.m. and p.m. peak hours); • Armstrong Avenue/Floradora Avenue (a.m. peak hour only) • Armstrong Avenue/Olive Avenue (a.m. and p.m. peak hours); • Temperance Avenue/McKinley Avenue (a.m. and p.m. peak hours); and • Temperance Avenue/Floradora Avenue (a.m. peak hour only).

All other study intersections are forecast to operate at a satisfactory LOS under near-term plus project conditions.

7.3.2 Roadway Segments
A roadway segment LOS analysis was conducted for near-term plus project conditions using the methodologies previously discussed. Table 7-D summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at a deficient LOS under near-term plus project conditions:
• Fowler Avenue, between McKinley Avenue and Floradora Avenue; • Fowler Avenue, between Floradora Avenue and Olive Avenue; and 7-3

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) • Fowler Avenue, between Olive Avenue and SR-180 Westbound Ramps.

All other roadway segments are forecast to operate at a satisfactory LOS under near-term plus project conditions.

7.4 CUMULATIVE YEAR (2046) NO PROJECT LEVELS OF SERVICE

7.4.1 Study Intersections
An intersection LOS analysis was conducted for cumulative year no project conditions using the methodologies previously discussed. Table 7-E summarizes the results of this analysis and shows that the following intersections are forecast to operate at a deficient LOS under cumulative year no project conditions:
• Fowler Avenue/McKinley Avenue (a.m. and p.m. peak hours); • Fowler Avenue/Floradora Avenue (a.m. and p.m. peak hours); • Fowler Avenue/Olive Avenue (a.m. and p.m. peak hours); • Fowler Avenue/SR-180 Eastbound Ramps (p.m. peak hour only) • Armstrong Avenue/McKinley Avenue (a.m. and p.m. peak hours); • Armstrong Avenue/Floradora Avenue (a.m. peak hour only); • Armstrong Avenue/Olive Avenue (a.m. and p.m. peak hours); • Temperance Avenue/McKinley Avenue (a.m. and p.m. peak hours); and • Temperance Avenue/Floradora Avenue (a.m. and p.m. peak hours).

All other study intersections are forecast to operate at a satisfactory LOS under cumulative year no project conditions.

7.4.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative year no project conditions using the methodologies previously discussed. Table 7-F summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at a deficient LOS under cumulative year no project conditions:
• Fowler Avenue, between McKinley Avenue and Floradora Avenue; • Fowler Avenue, between Floradora Avenue and Olive Avenue; and • Fowler Avenue, between Olive Avenue and SR-180 Westbound Ramps.

All other roadway segments are forecast to operate at a satisfactory LOS under cumulative year no project conditions.

7.5 CUMULATIVE YEAR (2046) PLUS PROJECT LEVELS OF SERVICE

7.5.1 Study Intersections
An intersection LOS analysis was conducted for cumulative year plus project conditions using the methodologies previously discussed. Table 7-E summarizes the results of this analysis and shows 7-4

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) that the following intersection is forecast to operate at a deficient LOS under cumulative year plus project conditions:
• Fowler Avenue/McKinley Avenue (a.m. and p.m. peak hours); • Fowler Avenue/Floradora Avenue (a.m. and p.m. peak hours); • Fowler Avenue/Olive Avenue (a.m. and p.m. peak hours); • Fowler Avenue/SR-180 Eastbound Ramps (p.m. peak hour only) • Armstrong Avenue/McKinley Avenue (a.m. and p.m. peak hours); • Armstrong Avenue/Floradora Avenue (a.m. and p.m. peak hours); • Armstrong Avenue/Olive Avenue (a.m. and p.m. peak hours); • Temperance Avenue/McKinley Avenue (a.m. and p.m. peak hours); and • Temperance Avenue/Floradora Avenue (a.m. and p.m. peak hours).

All these intersections are forecast to operate at a deficient LOS under cumulative no project conditions. As such, the project is forecast to add to the forecasted deficiencies at these locations.

All other study intersections are forecast to operate at a satisfactory LOS under cumulative year plus project conditions.

7.5.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative year plus project conditions using the methodologies previously discussed. Table 7-F summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at a deficient LOS under cumulative year plus project conditions:
• Fowler Avenue, between McKinley Avenue and Floradora Avenue; • Fowler Avenue, between Floradora Avenue and Olive Avenue; and • Fowler Avenue, between Olive Avenue and SR-180 Westbound Ramps.

All these roadway segments are forecast to operate at a deficient LOS under cumulative no project conditions. As such, the project is forecast to add to the forecasted deficiencies at these segments.

All other roadway segments are forecast to operate at a satisfactory LOS under cumulative year plus project conditions.

Detailed intersection level of service worksheets are included in Appendix E.

7.6 LIST OF CHAPTER 7.0 TABLES
• Table 7-A: Existing Intersection Levels of Service
• Table 7-B: Existing Roadway Segment Levels of Service • Table 7-C: Near-Term Intersection Levels of Service
• Table 7-D: Near-Term Roadway Segment Levels of Service • Table 7-E: Cumulative Year (2046) Intersection Levels of Service • Table 7-F: Cumulative Year (2046) Roadway Segment Levels of Service

Delay Delay Delay Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS Required? 1 . Fowler Avenue/McKinley Avenue Fresno/Fresno County D ‐ OWSC 20.7 C 24.1 CN o 2 . Fowler Avenue/Floradora Avenue Fresno County D OWSC 11.9 B 14.2 B OWSC 11.9 B 14.2 BN o 3 . Fowler Avenue/Olive Avenue Fresno County D AWSC 59.2 F * 49.5 E * AWSC 69.8 F * 67.1 F * Yes 4 . Fowler Avenue/SR‐180 Westbound Ramps Caltrans 45 sec Signal 6.5 A 5.3 A Signal 6.6 A 5.8 AN o 5 . Fowler Avenue/SR‐180 Eastbound Ramps Caltrans 45 sec Signal 20.4 C 66.0 E * Signal 20.4 C 69.5 E * Yes 6 . Fowler Avenue/Belmont Avenue Fresno/Fresno County D Signal 34.1 C 31.9 C Signal 34.1 C 32.0 CN o 7 . Armstrong Avenue/McKinley Avenue Fresno/Fresno County D ‐ TWSC 21.4 C 18.9 CN o 8 . Armstrong Avenue/Floradora Avenue Fresno D TWSC 24.1 C 15.6 C TWSC 28.6 D 18.2 CN o 9 . Armstrong Avenue/Olive Avenue1 Fresno D AWSC 11.3 B 28.7 D AWSC 14.2 B 14.1 BN o 10 . Temperance Avenue/McKinley Avenue Fresno/Fresno County D OWSC 40.0 E * 43.3 E * TWSC 63.4 F * 70.8 F * Yes 11 . Temperance Avenue/Floradora Avenue Fresno County D TWSC 20.4 C 22.5 C TWSC 20.7 C 22.9 CN o 12 . Armstrong Avenue/Project Driveway 1 Fresno D ‐ OWSC 17.3 C 16.6 CN o 13 . Project Driveway 2/McKinley Avenue Fresno D ‐ OWSC 8.7 A 8.7 AN o Notes:

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). 1 Due to the road configuration at this intersection, Synchro does not report an LOS using HCM metholodiges for this intersection. Therefore, the LOS was determined using SimTraffic simulation. * Exceeds LOS Standard
Future Intersection Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection
Table 7‐A ‐ Existing Intersection Levels of Service
LOS
Standard
No Project Plus Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour P:\HAA2103‐TM 6360\PRODUCTS\Traffic\LOS.xlsx\2022 Exist LOS (3/31/2023) Daily Daily
Volume LOS Volume LOS
Segments on Fowler Avenue
1 . between McKinley Avenue and Floradora Avenue Fresno County 2‐Lane Undivided Arterial 15,930 15,111 C 15,141 D 2 . between Floradora Avenue and Olive Avenue Fresno County 2‐Lane Undivided Arterial 15,930 14,452 C 14,482 C 3 . between Olive Avenue and SR‐180 Westbound Ramps Fresno County 2‐Lane Undivided Arterial 15,930 17,454 E * 18,284 E * 4 . between SR‐180 Eastbound Ramps and Belmont Avenue Fresno/Fresno County 4‐Lane Divided Arterial 35,820 17,660 C 17,998 C Segments on Armstrong Avenue
5 . between Proj ect Driveway 1 and McKinley Avenue Fresno 2‐Lane Undivided Collector 15,930 6,282 C 7,542 C 6 . between McKinley Avenue and Floradora Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 6,282 C 7,572 C 7 . between Floradora Avenue and Olive Avenue Fresno 2‐Lane Divided Collector3 17,910 6,507 C 7,767 C Segments on Temperance Avenue
8 . between McKinley Avenue and Floradora Avenue Fresno/Fresno County 2 ‐Lane Undivided Super Arterial 15,930 11,543 C 11,697 C Segments on McKinley Avenue
9 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 30 C 10 . between Armstrong Avenue and Project Driveway 2F resno/Fresno County 2 ‐Lane Undivided Collector 15,930 1,230 C 11 . between Project Driveway 2 and Temperance Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 276 C Segments on Floradora Av enue
12 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 14,040 793 C 823 C Segments on Olive Avenue
13 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 5,755 C 6,769 C Notes:

1.F o w l e r Avenue/McKinley Avenue Fresno/Fresno County D OWSC 62.3 F * 41.3 E * Yes

2.F o w l e r Avenue/Floradora Avenue Fresno County D OWSC 157.9 F * >200 F * Yes

3.F o w l e r Avenue/Olive Avenue Fresno County D AWSC >200 F * >200 F * Yes

4.F o w l e r Avenue/SR‐180 Westbound Ramps Caltrans 45 sec Signal 9.0 A 8.7 A No

5.F o w l e r Avenue/SR‐180 Eastbound Ramps Caltrans 45 sec Signal 23.0 C 76.8 E * Yes

6.F o w l e r Avenue/Belmont Avenue Fresno/Fresno County D Signal 47.5 D 41.3 D No

7.A r m s t r o n g Avenue/McKinley Avenue Fresno/Fresno County D TWSC 194.9 F * 44.9 E * Yes

8.A r m s t r o n g Avenue/Floradora Avenue Fresno D TWSC 58.4 F * 33.1 D Yes

9.A r m s t r o n g Avenue/Olive Avenue2 Fresno D AWSC 76.1 F * 188.9 F * Yes 10 . Temperance Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * >200 F * Yes 11 . Temperance Avenue/Floradora Avenue Fresno County D TWSC 53.1 F * 28.5 D Yes 12 . Armstrong Avenue/Project Driveway 1 Fresno D OWSC 21.5 C 20.9 C No 13 . Project Driveway 2/McKinley Avenue Fresno D OWSC 9.8 A 9.1 A No Notes:

Table 7‐C ‐ Near‐Term Intersection Levels of Service
Plus Project
A.M. Peak Hour P.M. Peak Hour
LOS
Standard
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\LOS.xlsx\2026 NT LOS (3/23/2023) Daily
Volume LOS
Segments on Fowler Avenue
1 . between McKinley Avenue and Floradora Avenue Fresno County 2‐Lane Undivided Arterial 15,930 20,357 E * 2 . between Floradora Avenue and Olive Avenue Fresno County 2‐Lane Undivided Arterial 15,930 20,626 E * 3 . between Olive Avenue and SR‐180 Westbound Ramps Fresno County 2‐Lane Undivided Arterial 15,930 24,705 E * 4 . between SR‐180 Eastbound Ramps and Belmont Avenue Fresno/Fresno County 4‐Lane Divided Arterial 35,820 24,890 C Segments on Armstrong Avenue
5 . between Proj ect Driveway 1 and McKinley Avenue Fresno 2‐Lane Undivided Collector 15,930 9,449 C 6 . between McKinley Avenue and Floradora Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 9,468 C 7 . between Floradora Avenue and Olive Avenue Fresno 2‐Lane Divided Collector3 17,910 8,831 C Segments on Temperance Avenue
8 . between McKinley Avenue and Floradora Avenue Fresno/Fresno County 2 ‐Lane Undivided Super Arterial 15,930 14,611 C Segments on McKinley Avenue
9 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 1,624 C 10 . between Armstrong Avenue and Project Driveway 2F resno/Fresno County 2 ‐Lane Undivided Collector 15,930 3,225 C 11 . between Project Driveway 2 and Temperance Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 2,271 C Segments on Floradora Ave nue
12 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 14,040 3,635 C Segments on Olive Avenue
13 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 8,138 C Notes:

LOS = Level of Service.
1 Classification obtained from the Figure MT‐1 Major Street Circulation Diagram, City of Fresno 2014 General Plan. 2 Roadway Capacity obtained from Table 1, Generalized Annual Average Daily Volumes for Florida's Urbanized Areas. Since the facilities ate Non‐State, a 10% reduction factor was applied for the roadway capacities. 3 This classification is not listed in Table 1, Generalized Annual Average Daily Volumes for Florida's Urbanized Areas. Roadway Capacity for this classification are interpolated from capacities of similar classifications. * Exceeds LOS Standard
Table 7‐D ‐ Near‐Term Roadway Segment Levels of Service Roadway Segment Jurisdiction Functional Classification1 Roadway Capacity2
Plus Project
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\xRoadway LOS.xlsx\NT 2026 (3/23/2023) Delay Delay Delay Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS Required? 1 . Fowler Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * ‐ F * TWSC ‐ F * ‐ F * Yes 2 . Fowler Avenue/Floradora Avenue Fresno County D OWSC >200 F * >200 F * OWSC >200 F * >200 F * Yes 3 . Fowler Avenue/Olive Avenue Fresno County D AWSC >200 F * >200 F * AWSC >200 F * >200 F * Yes 4 . Fowler Avenue/SR‐180 Westbound Ramps Caltrans 45 sec Signal 9.3 A 8.9 A Signal 12.5 B 9.4 AN o 5 . Fowler Avenue/SR‐180 Eastbound Ramps Caltrans 45 sec Signal 24.6 C 83.2 F * Signal 24.6 C 97.0 F * Yes 6 . Fowler Avenue/Belmont Avenue Fresno/Fresno County D Signal 47.7 D 47.8 D Signal 47.7 D 47.8 DN o 7 . Armstrong Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * >200 F * TWSC ‐ F * >200 F * Yes 8 . Armstrong Avenue/Floradora Avenue Fresno D TWSC 129.6 F * 32.6 D TWSC 199.4 F * 43.8 E * Yes 9 . Armstrong Avenue/Olive Avenue2 Fresno D AWSC >200 F * >200 F * AWSC 108.6 F * >200 F * Yes 10 . Temperance Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * ‐ F * TWSC ‐ F * ‐ F * Yes 11 . Temperance Avenue/Floradora Avenue Fresno County D TWSC 99.5 F * 88.8 F * TWSC 101.8 F * 92.9 F * Yes 12 . Armstrong Avenue/Project Driveway 1 Fresno D OWSC OWSC 23.4 C 22.2 CN o 13 . Project Driveway 2/McKinley Avenue Fresno D OWSC OWSC 9.9 A 9.1 AN o Notes:

P:\HAA2103‐TM 6360\PRODUCTS\Traffic\LOS.xlsx\2046 Cumulative LOS (3/31/2023) Daily Daily
Volume LOS Volume LOS
Segments on Fowler Avenue
1 . between McKinley Avenue and Floradora Avenue Fresno County 2‐Lane Undivided Arterial 15,930 21,343 E * 21,373 E * 2 . between Floradora Avenue and Olive Avenue Fresno County 2‐Lane Undivided Arterial 15,930 21,626 E * 21,656 E * 3 . between Olive Avenue and SR‐180 Westbound Ramps Fresno County 2‐Lane Undivided Arterial 15,930 25,069 E * 25,899 E * 4 . between SR‐180 Eastbound Ramps and Belmont Avenue Fresno/Fresno County 4‐Lane Divided Arterial 35,820 25,780 C 26,118 C Segments on Armstrong Avenue
5 . between Proj ect Driveway 1 and McKinley Avenue Fresno 2‐Lane Undivided Collector 15,930 8,598 C 9,858 C 6 . between McKinley Avenue and Floradora Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 8,587 C 9,877 C 7 . between Floradora Avenue and Olive Avenue Fresno 2‐Lane Divided Collector3 17,910 8,359 C 9,619 C Segments on Temperance Avenue
8 . between McKinley Avenue and Floradora Avenue Fresno/Fresno County 2 ‐Lane Undivided Super Arterial 15,930 15,246 D 15,400 D Segments on McKinley Avenue
9 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 1,737 C 1,767 C 10 . between Armstrong Avenue and Project Driveway 2F r e s n o / F r e s n o County 2 ‐Lane Undivided Collector 15,930 2,095 C 3,325 C 11 . between Project Driveway 2 and Temperance Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 2,095 C 2,371 C Segments on Floradora Av enue
12 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 14,040 3,785 C 3,815 C Segments on Olive Avenue
13 . between Fowler Avenue and Armstrong Avenue Fresno/Fresno County 2 ‐Lane Undivided Collector 15,930 8,269 C 9,283 C Notes:

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

8.0 SIGNAL WARRANT ANALYSIS
As recommended during the scoping agreement process, signal warrant analysis was conducted at all unsignalized study intersections. Intersection approach volumes for the study intersections was examined to determine whether signalization is warranted per the criteria defined in the California supplement of the Manual on Uniform Traffic Control Devices (CA-MUTCD). As recommended by City staff, three separate signal warrant analysis was conducted for the unsignalized study intersections as follows:

1. Warrant 1: 8 hour Vehicular Volume

2. Warrant 2: 4 hour Vehicular Volume

3. Warrant 3: Peak Hour
Specifically, warrant 1 and 2 was conducted for all the unsignalized intersections under existing scenario, and an analysis with signal warrant 3 was conducted for the unsignalized intersections under all scenarios. Following is a brief summary of signal warrant analysis for each intersection:

8.1 FOWLER AVENUE/MCKINLEY AVENUE
As mentioned previously in the TIS, the McKinley extension was considered built in the existing plus project, near term and cumulative scenarios. Therefore, this intersection is anticipated to exist in the near term and cumulative scenarios only.

Figures 8-1, and 8-2 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under both scenarios.

8.2 FOWLER AVENUE/FLORADORA AVENUE
Based on the traffic volumes for this intersection, a combination of Condition A and Condition B was evaluated for this intersection. Tables 8-A and 8-B shows the Warrant 1 – Eight Hour Vehicular Volume Condition A, and Condition B, respectively for the intersection under existing scenario. As shown in these tables, the intersection does not meet the signal warrant. As such, this intersection does not meet either Condition A or Condition B.

Figure 8-3 illustrates the Warrant 2- 4 hour for the study intersection under existing scenario. As shown in Figure 8-3, the intersection does not meet the signal warrant.

Figures 8-4, 8-5, and 8-6 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under Near-term and Cumulative Year (2046) conditions.

8.3 FOWLER AVENUE/OLIVE AVENUE
Table 8-C shows the Warrant 1 – Eight Hour Vehicular Volume Condition A for the intersection under existing scenario. Additionally, since the posted speed limit on Fowler Avenue (Major Street) is 45 mph, the 70% traffic volume condition was used for this analysis. As shown in Table 8-C, the 8-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) intersection meets the signal warrant. Since Condition A is already met, Condition B was not analyzed for this intersection.

Figure 8-7 illustrates the Warrant 2- 4 hour for the study intersection. As shown in Figure 8-7, the intersection meets the signal warrant.

Figures 8-8, 8-9, and 8-10 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under all scenarios.

8.4 ARMSTRONG AVENUE/MCKINLEY AVENUE
As mentioned previously in the TIS, the McKinley extension was considered built in the existing plus project, near term and cumulative scenarios. Therefore, this intersection is anticipated to exist in the existing plus project, near term and cumulative scenarios.

Figures 8-11, 8-12, and 8-13 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing plus project, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under Near-term and Cumulative Year (2046) conditions.

8.5 ARMSTRONG AVENUE/FLORADORA AVENUE
Based on the traffic volumes for this intersection, a combination of Condition A and Condition B was evaluated for this intersection. Tables 8-D and 8-E shows the Warrant 1 – Eight Hour Vehicular Volume Condition A, and Condition B, respectively for the intersection under existing scenario. As shown in these tables, the intersection does not meet the signal warrant. As such, this intersection does not meet either Condition A or Condition B.

Figure 8-14 illustrates the Warrant 2- 4 hour for the study intersection. As shown in Figure 8-14, the intersection does meet the signal warrant.

Figures 8-15, 8-16, and 8-17 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under Near-term and Cumulative Year (2046) conditions.

8.6 ARMSTRONG AVENUE/OLIVE AVENUE
Figures 8-18, 8-19, and 8-20 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under all scenarios.

8.7 TEMPERANCE AVENUE/MCKINLEY AVENUE
Based on the traffic volumes for this intersection, a combination of Condition A and Condition B was evaluated for this intersection. Tables 8-F and 8-G shows the Warrant 1 – Eight Hour Vehicular Volume Condition A, and Condition B, respectively for the intersection under existing scenario. As 8-3

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) shown in these tables, the intersection does not meet Condition A. However, this intersection does meet Condition B and satisfies the criteria for Warrant 1.

Figure 8-21 illustrates the Warrant 2- 4 hour for the study intersection. As shown in Figure 8-21, the intersection meets the signal warrant.

Figures 8-22, 8-23, and 8-24 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection meets the signal warrant under all scenarios.

8.8 TEMPERANCE AVENUE/FLORADORA AVENUE
Based on the traffic volumes for this intersection, a combination of Condition A and Condition B was evaluated for this intersection. Tables 8-H and 8-I shows the Warrant 1 – Eight Hour Vehicular Volume Condition A, and Condition B, respectively for the intersection under existing scenario. As shown in these tables, the intersection does not meet the signal warrant. As such, this intersection does not meet either Condition A or Condition B.

Figure 8-25 illustrates the Warrant 2- 4 hour for the study intersection. As shown in Figure 8-25, the intersection does not meet the signal warrant.

Figures 8-26, 8-27, and 8-28 illustrate the Warrant 3 (peak hour signal warrant) for this intersection under existing, Near-term and Cumulative Year (2046) scenario. As shown in these figures, the intersection does not meet the signal warrant under all scenarios.

8.9 LIST OF CHAPTER 8.0 FIGURES AND TABLES
• Figure 8-1: Warrant 3: Peak Hour - Fowler Avenue/McKinley Avenue - Near Term Conditions • Figure 8-2: Warrant 3: Peak Hour - Fowler Avenue/McKinley Avenue - Cumulative Year (2046) Conditions
• Figure 8-3: Warrant 2: 4 Hour - Fowler Avenue/Floradora Avenue - Existing Conditions • Figure 8-4: Warrant 3: Peak Hour - Fowler Avenue/Floradora Avenue - Existing Conditions • Figure 8-5: Warrant 3: Peak Hour - Fowler Avenue/Floradora Avenue - Near Term Conditions • Figure 8-6: Warrant 3: Peak Hour - Fowler Avenue/Floradora Avenue - Cumulative Year (2046) Conditions
• Figure 8-7: Warrant 2: 4 Hour - Fowler Avenue/Olive Avenue - Existing Conditions • Figure 8-8: Warrant 3: Peak Hour - Fowler Avenue/Olive Avenue - Existing Conditions • Figure 8-9: Warrant 3: Peak Hour - Fowler Avenue/Olive Avenue - Near Term Conditions • Figure 8-10: Warrant 3: Peak Hour - Fowler Avenue/Olive Avenue - Cumulative Year (2046) Conditions
• Figure 8-11: Warrant 3: Peak Hour - Armstrong Avenue/McKinley Avenue - Existing Conditions • Figure 8-12: Warrant 3: Peak Hour - Armstrong Avenue/McKinley Avenue - Near Term Conditions
• Figure 8-13: Warrant 3: Peak Hour - Armstrong Avenue/McKinley Avenue - Cumulative Year (2046) Conditions
• Figure 8-14: Warrant 2: 4 Hour -Armstrong Avenue/Floradora Avenue - Existing Conditions 8-4

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) • Figure 8-15: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Existing Conditions • Figure 8-16: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Near Term Conditions
• Figure 8-17: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Cumulative Year (2046) Conditions
• Figure 8-18: Warrant 3: Peak Hour - Armstrong Avenue/Olive Avenue - Existing Conditions • Figure 8-19: Warrant 3: Peak Hour - Armstrong Avenue/Olive Avenue - Near Term Conditions • Figure 8-20: Warrant 3: Peak Hour - Armstrong Avenue/Olive Avenue - Cumulative Year (2046) Conditions
• Figure 8-21: Warrant 2: 4 Hour -Temperance Avenue/McKinley Avenue - Existing Conditions • Figure 8-22: Warrant 3: Peak Hour - Temperance Avenue/McKinley Avenue - Existing Conditions • Figure 8-23: Warrant 3: Peak Hour - Temperance Avenue/McKinley Avenue - Near Term Conditions
• Figure 8-24: Warrant 3: Peak Hour - Temperance Avenue/McKinley Avenue - Cumulative Year (2046) Conditions
• Figure 8-25: Warrant 2: 4 Hour - Temperance Avenue/Floradora Avenue - Existing Conditions • Figure 8-26: Warrant 3: Peak Hour - Armstrong Avenue/Floradora Avenue - Existing Conditions • Figure 8-27: Warrant 3: Peak Hour - Temperance Avenue/Floradora Avenue - Near Term Conditions
• Figure 8-28: Warrant 3: Peak Hour - Temperance Avenue/Floradora Avenue - Cumulative Year (2046) Conditions
• Table 8-A: Eight-Hour Warrant Analysis - Condition A (70%) - Fowler Avenue/Floradora Avenue • Table 8-B: Eight-Hour Warrant Analysis - Condition B (80%) - Fowler Avenue/Floradora Avenue • Table 8-C: Eight-Hour Warrant Analysis - Condition A (70%) - Fowler Avenue/Olive Avenue • Table 8-D: Eight-Hour Warrant Analysis - Condition A (70%) - Armstrong Avenue/Floradora Avenue
• Table 8-E: Eight-Hour Warrant Analysis - Condition B (80%) - Armstrong Avenue/Floradora Avenue
• Table 8-F: Eight-Hour Warrant Analysis - Condition A (70%) - Temperance Avenue/McKinley Avenue
• Table 8-G: Eight-Hour Warrant Analysis - Condition B (80%) - Temperance Avenue/McKinley Avenue
• Table 8-H: Eight-Hour Warrant Analysis - Condition A (70%) - Temperance Avenue/Floradora Avenue
• Table 8-I: Eight-Hour Warrant Analysis - Condition B (80%) - Temperance Avenue/Floradora Avenue

FIGURE 8‐1
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/McKinley Avenue ‐ Near Term Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,556,130)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,695,48)(1,693,47)
(1,555,128)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int01.xlsx (3/23/2023) FIGURE 8‐2
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/McKinley Avenue ‐ Cumulative Year (2046) Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(2,313,469)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (2,315,469)
(1,910,608)(1,909,606)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int01.xlsx (3/23/2023) FIGURE 8‐3
 Highest Hour Volumes (17:00‐18:00)  Third Highest Hourly Volumes (16:00‐17:00)  Second Highest Hourly Volumes (18:00‐19:00)  Fourth Highest Hourly Volumes (15:00‐16:00) Tract Map 6360 Project
Traffic Impact Study
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐2 Warrant 2: 4 Hour ‐ Fowler Avenue/Floradora Avenue ‐ Existing Conditions (976, 21)
(975, 32)
0 100
200
300
400
200 300 400 500 600 700 800 900 1000


WARRANT 2, FOUR‐HOUR VEHICULAR VOLUME (70% fACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
80 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 60 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1082,45)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,038,33)
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 2\Warrant 2-Four Hour_Exist_Int 2.xlsx (3/23/2023) FIGURE 8‐4
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/Floradora Avenue ‐ Existing Conditions (983, 43)(986, 43) (1112, 48)
(1109, 48)0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int02.xlsx (3/23/2023) FIGURE 8‐5
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/Floradora Avenue ‐ Near Term Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,637,204)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,640,204)
(1,521,141)
(1,516,141)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int02.xlsx (3/23/2023) FIGURE 8‐6
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/Floradora Avenue ‐ Cumulative Year (2046) Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,595,149)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,722,214)
(1,719,214)
(1,598,149)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int02.xlsx (3/23/2023) FIGURE 8‐7
 Highest Hour Volumes (15:00‐16:00)  Third Highest Hourly Volumes (13:00‐14:00)  Second Highest Hourly Volumes (14:00‐15:00)  Fourth Highest Hourly Volumes (18:00‐19:00) Tract Map 6360 Project
Traffic Impact Study
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐2 Warrant 2: 4 Hour ‐ Fowler Avenue/Olive Avenue ‐ Existing Conditions 0 100
200
300
400
200 300 400 500 600 700 800 900 1000


WARRANT 2, FOUR‐HOUR VEHICULAR VOLUME (70% fACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
80 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 60 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
((988,514)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (994,504)
(947,489)
(954,457)
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 2\Warrant 2-Four Hour_Exist_Int 3.xlsx (3/23/2023) FIGURE 8‐8
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/Olive Avenue ‐ Existing Conditions (967, 377)
(916, 342)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(916,342)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (935,593)
(917,541)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int03.xlsx (3/23/2023) FIGURE 8‐9
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/Olive Avenue ‐ Near Term Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,498,416)
(916,342)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,549,451)
(1,513,646) (1,531,698)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int03.xlsx (3/23/2023) FIGURE 8‐10
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Fowler Avenue/Olive Avenue ‐ Cumulative Year (2046) Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,793,565)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,844,600)
(1,630,869)
(1,648,921)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int03.xlsx (3/23/2023) FIGURE 8‐11
 Plus Project AM Peak Hour
 Plus Project PM Peak Hour
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/McKinley Avenue ‐ Existing Conditions (957, 65)(807, 48)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int07.xlsx (3/23/2023) FIGURE 8‐12
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/McKinley Avenue ‐ Near Term Conditions (1120, 148)
(1196, 213)
(1025, 104)
(886, 61)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int07.xlsx (3/23/2023) FIGURE 8‐13
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/McKinley Avenue ‐ Cumulative Year (2046) Conditions (1287, 446)
(1288, 183)(1149, 181)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,363,511)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int07.xlsx (3/23/2023) FIGURE 8‐14
 Highest Hour Volumes (9:00‐10:00)  Third Highest Hourly Volumes (17:00‐18:00)  Second Highest Hourly Volumes (18:00‐19:00)  Fourth Highest Hourly Volumes (19:00‐20:00) Tract Map 6360 Project
Traffic Impact Study
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐2 Warrant 2: 4 Hour ‐ Armstrong Avenue/Floradora Avenue ‐ Existing Conditions (782, 75)
(614, 54)
(796, 62)
0 100
200
300
400
200 300 400 500 600 700 800 900 1000


WARRANT 2, FOUR‐HOUR VEHICULAR VOLUME (70% fACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
80 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 60 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,489,73)
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 2\Warrant 2-Four Hour_Exist_Int 8.xlsx (3/23/2023) FIGURE 8‐15
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/Floradora Avenue ‐ Existing Conditions (878, 65) (974, 65)
(797, 10)(670, 10)0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int08.xlsx (3/23/2023) FIGURE 8‐16
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/Floradora Avenue ‐ Near Term Conditions (1070, 89) (1166, 89)
(1035, 53)(908, 51)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int08.xlsx (3/23/2023) FIGURE 8‐17
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/Floradora Avenue ‐ Cumulative Year (2046) Conditions (1177, 134) (1273, 134)
(1170, 55)
(1043, 53)0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int08.xlsx (3/23/2023) FIGURE 8‐18
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/Olive Avenue ‐ Existing Conditions (1113, 463) (1188, 463)
(780, 348)(718, 338)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int09.xlsx (3/23/2023) FIGURE 8‐19
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/Olive Avenue ‐ Near Term Conditions (989, 423)
(927, 360)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,292,517)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,367,517)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int09.xlsx (3/23/2023) FIGURE 8‐20
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Armstrong Avenue/Olive Avenue ‐ Cumulative Year (2046) Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,530,565)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,038,820)
(1,455,565)
(1,100,883)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int09.xlsx (3/23/2023) FIGURE 8‐21
 Highest Hour Volumes (18:00‐19:00)  Third Highest Hourly Volumes (19:00‐20:00)  Second Highest Hourly Volumes (9:00‐10:00)  Fourth Highest Hourly Volumes (17:00‐18:00) Tract Map 6360 Project
Traffic Impact Study
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐2 Warrant 2: 4 Hour ‐Temperance Avenue/McKinley Avenue ‐ Existing Conditions (992, 82)
(986, 118)
0 100
200
300
400
200 300 400 500 600 700 800 900 1000


WARRANT 2, FOUR‐HOUR VEHICULAR VOLUME (70% fACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
80 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 60 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1070,79)
(1010,157)
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 2\Warrant 2-Four Hour_Exist_Int 10.xlsx (3/23/2023) FIGURE 8‐22
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Temperance Avenue/McKinley Avenue ‐ Existing Conditions (1045, 162)
(1050, 163)
(1082, 112)
(1066, 110)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int10.xlsx (3/23/2023) FIGURE 8‐23
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Temperance Avenue/McKinley Avenue ‐ Near Term Conditions (1207, 218)
(1191, 216)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,396,451)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,391,450)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int10.xlsx (3/23/2023) FIGURE 8‐24
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Temperance Avenue/McKinley Avenue ‐ Cumulative Year (2046) Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(2,566,473)
(2,561,472)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (2,714,237)(2,698,228)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int10.xlsx (3/23/2023) FIGURE 8‐25
 Highest Hour Volumes (9:00‐10:00)  Third Highest Hourly Volumes (17:00‐18:00)  Second Highest Hourly Volumes (18:00‐19:00)  Fourth Highest Hourly Volumes (19:00‐20:00) Tract Map 6360 Project
Traffic Impact Study
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐2 Warrant 2: 4 Hour ‐ Temperance Avenue/Floradora Avenue ‐ Existing Conditions (971, 22)
(969, 21) (1000, 23)
0 100
200
300
400
200 300 400 500 600 700 800 900 1000


WARRANT 2, FOUR‐HOUR VEHICULAR VOLUME (70% fACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
80 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 60 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1003,18)
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 2\Warrant 2-Four Hour_Exist_Int 11.xlsx (3/23/2023) FIGURE 8‐26
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Temperance Avenue/Floradora Avenue ‐ Existing Conditions (945, 13)
(957, 13) (1004, 15)
(988, 15)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Existing\2022_Int11.xlsx (3/23/2023) FIGURE 8‐27
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Temperance Avenue/Floradora Avenue ‐ Near Term Conditions (1162, 25)(1146, 25)
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,395,27)
(1,383,27)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Near Term\2026_Int11.xlsx (3/23/2023) FIGURE 8‐28
 Without Project AM Peak Hour  Plus Project AM Peak Hour  Without Project PM Peak Hour  Plus Project PM Peak Hour SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C‐4 Tract Map 6360 Project Traffic Impact Study
Warrant 3: Peak Hour ‐ Temperance Avenue/Floradora Avenue ‐ Cumulative Year (2046) Conditions 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300


WARRANT 3, PEAK HOUR (70% FACTOR)
MAJOR STREET
TOTAL OF BOTH APPROACHES ‐ VPH
MINOR STREET
HIGH VOLUME APPROACH ‐VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
100 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 75 VPH applies as the lower threshold volume for a minor street approaching with one lane. 
(1,746,29)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 mph ON MAJOR STREET) (1,914,28)
(1,898,28)(1,734,29)
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Warrants\Warrant 3\Cumulative\2046_Int11.xlsx (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 350 Veh/hr) ( ≥ 105 Veh/hr)
2F o w l e r Avenue/Floradora Avenue
0:00 ‐ 1:00 1 73 66 139 1 No
1:00 ‐ 2:00 14 8 3 3 8 1 1 N o
2:00 ‐ 3:00 33 1 3 8 6 9 3 N o
3:00 ‐ 4:00 22 8 2 6 5 4 2 N o
4:00 ‐ 5:00 13 7 4 1 7 8 1 N o
5:00 ‐ 6:00 3 75 133 208 3 No
6:00 ‐ 7:00 5 186 253 439 5 No
7:00 ‐ 8:00 13 331 493 824 13 No
8:00 ‐ 9:00 41 407 552 959 41 No
9:00 ‐ 10:00 37 424 491 915 37 No
10:00 ‐ 11:00 19 380 418 798 19 No
11:00 ‐ 12:00 9 366 454 820 9 No
12:00 ‐ 13:00 12 414 403 817 12 No
13:00 ‐ 14:00 21 447 477 924 21 No
14:00 ‐ 15:00 22 499 472 971 22 No
15:00 ‐ 16:00 32 489 486 975 32 No
16:00 ‐ 17:00 21 487 489 976 21 No
17:00 ‐ 18:00 45 589 493 1,082 45 No
18:00 ‐ 19:00 33 541 497 1,038 33 No
19:00 ‐ 20:00 14 447 411 858 14 No
20:00 ‐ 21:00 7 391 300 691 7 No
21:00 ‐ 22:00 3 274 238 512 3 No
22:00 ‐23:00 3 198 175 373 3 No
23:00 ‐ 24:00 2 124 103 227 2 No
Total 350 7,286 7,542
Notes:

Meets Approach Volume Criteria
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
Table 8‐A ‐ Eight‐Hour Warrant Analysis ‐ Condition A (70%) Fowler Avenue/Floradora Avenue
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond A_2 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 600 Veh/hr) ( ≥ 60 Veh/hr)
2F o w l e r Avenue/Floradora Avenue
0:00 ‐ 1:00 1 73 66 139 1 No
1:00 ‐ 2:00 14 8 3 3 8 1 1 N o
2:00 ‐ 3:00 33 1 3 8 6 9 3 N o
3:00 ‐ 4:00 22 8 2 6 5 4 2 N o
4:00 ‐ 5:00 13 7 4 1 7 8 1 N o
5:00 ‐ 6:00 3 75 133 208 3 No
6:00 ‐ 7:00 5 186 253 439 5 No
7:00 ‐ 8:00 13 331 493 824 13 No
8:00 ‐ 9:00 41 407 552 959 41 No
9:00 ‐ 10:00 37 424 491 915 37 No
10:00 ‐ 11:00 19 380 418 798 19 No
11:00 ‐ 12:00 9 366 454 820 9 No
12:00 ‐ 13:00 12 414 403 817 12 No
13:00 ‐ 14:00 21 447 477 924 21 No
14:00 ‐ 15:00 22 499 472 971 22 No
15:00 ‐ 16:00 32 489 486 975 32 No
16:00 ‐ 17:00 21 487 489 976 21 No
17:00 ‐ 18:00 45 589 493 1,082 45 No
18:00 ‐ 19:00 33 541 497 1,038 33 No
19:00 ‐ 20:00 14 447 411 858 14 No
20:00 ‐ 21:00 7 391 300 691 7 No
21:00 ‐ 22:00 3 274 238 512 3 No
22:00 ‐23:00 3 198 175 373 3 No
23:00 ‐ 24:00 2 124 103 227 2 No
Total 350 7,286 7,542
Notes:
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
Table 8‐B ‐ Eight‐Hour Warrant Analysis ‐ Condition B (80%) Fowler Avenue/Floradora Avenue
Meets Approach Volume Criteria
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond_B_2 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 350 Veh/hr) ( ≥ 105 Veh/hr)
3F o w l e r Avenue/Olive Avenue
0:00 ‐ 1:00 97 12 94 65 159 97 No
1:00 ‐ 2:00 56 10 58 32 90 56 No
2:00 ‐ 3:00 3 333 3 3 7 7 0 3 3 N o
3:00 ‐ 4:00 32 13 33 24 57 32 No
4:00 ‐ 5:00 45 15 43 40 83 45 No
5:00 ‐ 6:00 78 41 76 132 208 78 No
6:00 ‐ 7:00 224 112 223 249 472 224 Yes
7:00 ‐ 8:00 443 298 434 475 909 443 Yes
8:00 ‐ 9:00 425 546 447 480 927 546 Yes
9:00 ‐ 10:00 459 282 436 464 900 459 Yes
10:00 ‐ 11:00 431 164 427 411 838 431 Yes
11:00 ‐ 12:00 433 143 427 448 875 433 Yes
12:00 ‐ 13:00 452 174 455 398 853 452 Yes
13:00 ‐ 14:00 457 171 484 470 954 457 Yes
14:00 ‐ 15:00 514 181 526 462 988 514 Yes
15:00 ‐ 16:00 504 203 524 470 994 504 Yes
16:00 ‐ 17:00 433 310 432 418 850 433 Yes
17:00 ‐ 18:00 483 234 499 434 933 483 Yes
18:00 ‐ 19:00 489 221 499 448 947 489 Yes
19:00 ‐ 20:00 508 121 486 403 889 508 Yes
20:00 ‐ 21:00 479 94 480 296 776 479 Yes
21:00 ‐ 22:00 348 56 352 237 589 348 Yes
22:00 ‐23:00 217 50 217 171 388 217 Yes
23:00 ‐ 24:00 146 27 142 102 244 146 No
Total 7,786 3,481 7,827 7,166
Notes:

Meets Approach Volume Criteria
Table 8‐C ‐ Eight‐Hour Warrant Analysis ‐ Condition A (70%) Fowler Avenue/Olive Avenue
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond A_3 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 350 Veh/hr) ( ≥ 105 Veh/hr)
8 Armstrong Avenue/Floradora Avenue
0:00 ‐ 1:00 1 0 10 15 25 1 No
1:00 ‐ 2:00 110 5 5 1 N o
2:00 ‐ 3:00 205 5 1 0 2 N o
3:00 ‐ 4:00 200 0 0 2 N o
4:00 ‐ 5:00 100 0 0 1 N o
5:00 ‐ 6:00 100 5 5 1 N o
6:00 ‐ 7:00 7 0 25 30 55 7 No
7:00 ‐ 8:00 23 24 198 242 440 24 No
8:00 ‐ 9:00 73 155 277 1212 1,489 155 Yes
9:00 ‐ 10:00 28 33 198 247 445 33 No
10:00 ‐ 11:00 14 4 99 84 183 14 No
11:00 ‐ 12:00 15 4 89 74 163 15 No
12:00 ‐ 13:00 10 8 114 94 208 10 No
13:00 ‐ 14:00 13 18 104 99 203 18 No
14:00 ‐ 15:00 14 17 109 119 228 17 No
15:00 ‐ 16:00 23 16 183 183 366 23 No
16:00 ‐ 17:00 75 39 218 564 782 75 No
17:00 ‐ 18:00 62 27 341 455 796 62 No
18:00 ‐ 19:00 54 10 277 337 614 54 No
19:00 ‐ 20:00 10 6 119 59 178 10 No
20:00 ‐ 21:00 5 1 79 49 128 5 No
21:00 ‐ 22:00 1 1 54 25 79 1 No
22:00 ‐23:00 6 4 49 35 84 6 No
23:00 ‐ 24:00 23 1 5 6 2 1 3 N o
Tota
l 443 371 2,563 3,944
Notes:

Meets Approach Volume Criteria
Table 8‐D ‐ Eight‐Hour Warrant Analysis ‐ Condition A (70%) Armstrong Avenue/Floradora Avenue
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond A_8 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 600 Veh/hr) ( ≥ 60 Veh/hr)
8 Armstrong Avenue/Floradora Avenue
0:00 ‐ 1:00 1 0 10 15 25 1 No
1:00 ‐ 2:00 110 5 5 1 N o
2:00 ‐ 3:00 205 5 1 0 2 N o
3:00 ‐ 4:00 200 0 0 2 N o
4:00 ‐ 5:00 100 0 0 1 N o
5:00 ‐ 6:00 100 5 5 1 N o
6:00 ‐ 7:00 7 0 25 30 55 7 No
7:00 ‐ 8:00 23 24 198 242 440 24 No
8:00 ‐ 9:00 73 155 277 1212 1,489 155 Yes
9:00 ‐ 10:00 28 33 198 247 445 33 No
10:00 ‐ 11:00 14 4 99 84 183 14 No
11:00 ‐ 12:00 15 4 89 74 163 15 No
12:00 ‐ 13:00 10 8 114 94 208 10 No
13:00 ‐ 14:00 13 18 104 99 203 18 No
14:00 ‐ 15:00 14 17 109 119 228 17 No
15:00 ‐ 16:00 23 16 183 183 366 23 No
16:00 ‐ 17:00 75 39 218 564 782 75 Yes
17:00 ‐ 18:00 62 27 341 455 796 62 Yes
18:00 ‐ 19:00 54 10 277 337 614 54 No
19:00 ‐ 20:00 10 6 119 59 178 10 No
20:00 ‐ 21:00 5 1 79 49 128 5 No
21:00 ‐ 22:00 1 1 54 25 79 1 No
22:00 ‐23:00 6 4 49 35 84 6 No
23:00 ‐ 24:00 23 1 5 6 2 1 3 N o
Total 443 371 2,563 3,944
Notes:

Meets Approach Volume Criteria
Table 8‐E ‐ Eight‐Hour Warrant Analysis ‐ Condition B (80%) Armstrong Avenue/Floradora Avenue
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond B_8 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 350 Veh/hr) ( ≥ 105 Veh/hr)
10 Temperance Avenue/McKinley Avenue
0:00 ‐ 1:00 84 6 3 9 8 5 8 N o
1:00 ‐ 2:00 33 2 1 6 4 8 3 N o
2:00 ‐ 3:00 31 4 1 0 2 4 3 N o
3:00 ‐ 4:00 31 4 1 7 3 1 3 N o
4:00 ‐ 5:00 92 3 3 6 5 9 9 N o
5:00 ‐ 6:00 19 16 66 82 19 No
6:00 ‐ 7:00 34 52 187 239 34 No
7:00 ‐ 8:00 90 247 418 665 90 No
8:00 ‐ 9:00 157 388 622 1,010 157 Yes
9:00 ‐ 10:00 78 304 427 731 78 No
10:00 ‐ 11:00 60 232 268 500 60 No
11:00 ‐ 12:00 69 243 275 518 69 No
12:00 ‐ 13:00 72 281 298 579 72 No
13:00 ‐ 14:00 55 320 321 641 55 No
14:00 ‐ 15:00 63 297 337 634 63 No
15:00 ‐ 16:00 83 429 429 858 83 No
16:00 ‐ 17:00 118 510 476 986 118 Yes
17:00 ‐ 18:00 79 582 488 1,070 79 No
18:00 ‐ 19:00 82 547 445 992 82 No
19:00 ‐ 20:00 55 364 281 645 55 No
20:00 ‐ 21:00 30 233 178 411 30 No
21:00 ‐ 22:00 23 217 167 384 23 No
22:00 ‐23:00 16 146 115 261 16 No
23:00 ‐ 24:00 15 87 67 154 15 No
Total 0 1,224 5,624 5,983
Notes:

Meets Approach Volume Criteria
Table 8‐F ‐ Eight‐Hour Warrant Analysis ‐ Condition A (70%) Temperance Avenue/McKinley Avenue
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond A_10 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 600 Veh/hr) ( ≥ 60 Veh/hr)
10 Temperance Avenue/McKinley Avenue
0:00 ‐ 1:00 84 6 3 9 8 5 8 N o
1:00 ‐ 2:00 33 2 1 6 4 8 3 N o
2:00 ‐ 3:00 31 4 1 0 2 4 3 N o
3:00 ‐ 4:00 31 4 1 7 3 1 3 N o
4:00 ‐ 5:00 92 3 3 6 5 9 9 N o
5:00 ‐ 6:00 19 16 66 82 19 No
6:00 ‐ 7:00 34 52 187 239 34 No
7:00 ‐ 8:00 90 247 418 665 90 Yes
8:00 ‐ 9:00 157 388 622 1,010 157 Yes
9:00 ‐ 10:00 78 304 427 731 78 Yes
10:00 ‐ 11:00 60 232 268 500 60 No
11:00 ‐ 12:00 69 243 275 518 69 No
12:00 ‐ 13:00 72 281 298 579 72 No
13:00 ‐ 14:00 55 320 321 641 55 No
14:00 ‐ 15:00 63 297 337 634 63 Yes
15:00 ‐ 16:00 83 429 429 858 83 Yes
16:00 ‐ 17:00 118 510 476 986 118 Yes
17:00 ‐ 18:00 79 582 488 1,070 79 Yes
18:00 ‐ 19:00 82 547 445 992 82 Yes
19:00 ‐ 20:00 55 364 281 645 55 No
20:00 ‐ 21:00 30 233 178 411 30 No
21:00 ‐ 22:00 23 217 167 384 23 No
22:00 ‐23:00 16 146 115 261 16 No
23:00 ‐ 24:00 15 87 67 154 15 No
Total 0 1,224 5,624 5,983
Notes:

Meets Approach Volume Criteria
Table 8‐G ‐ Eight‐Hour Warrant Analysis ‐ Condition B (80%) Temperance Avenue/McKinley Avenue
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond B_10 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 350 Veh/hr) ( ≥ 105 Veh/hr)
11 Temperance Avenue/Floradora Avenue
0:00 ‐ 1:00 0 0 50 40 90 0 No
1:00 ‐ 2:00 0 0 31 18 49 0 No
2:00 ‐ 3:00 0 0 16 13 29 0 No
3:00 ‐ 4:00 0 0 16 20 36 0 No
4:00 ‐ 5:00 0 0 21 44 65 0 No
5:00 ‐ 6:00 0 0 16 80 96 0 No
6:00 ‐ 7:00 1 1 42 205 247 1 No
7:00 ‐ 8:00 6 0 226 450 676 6 No
8:00 ‐ 9:00 18 1 379 624 1,003 18 No
9:00 ‐ 10:00 14 1 319 426 745 14 No
10:00 ‐ 11:00 2 0 221 281 502 2 No
11:00 ‐ 12:00 4 0 243 286 529 4 No
12:00 ‐ 13:00 9 0 266 301 567 9 No
13:00 ‐ 14:00 7 1 301 313 614 7 No
14:00 ‐ 15:00 11 0 305 328 633 11 No
15:00 ‐ 16:00 8 0 400 385 785 8 No
16:00 ‐ 17:00 22 1 500 471 971 22 No
17:00 ‐ 18:00 23 2 563 437 1,000 23 No
18:00 ‐ 19:00 21 0 541 428 969 21 No
19:00 ‐ 20:00 7 0 385 271 656 7 No
20:00 ‐ 21:00 2 1 246 174 420 2 No
21:00 ‐ 22:00 4 1 217 153 370 4 No
22:00 ‐23:00 4 0 147 113 260 4 No
23:00 ‐ 24:00 0 0 90 58 148 0 No
Total 163 9 5,541 5,919
Notes:

Meets Approach Volume Criteria
Table 8‐H ‐ Eight‐Hour Warrant Analysis ‐ Condition A (70%) Temperance Avenue/Floradora Avenue
24‐Hour Counts (Veh/hr)
Minor Approach Major Approach
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond A_11 (3/23/2023) Total Major Higher Minor Warrant Met
Approaches Approaches
Time EB WB NB SB ( ≥ 600 Veh/hr) ( ≥ 60 Veh/hr)
11 Temperance Avenue/Floradora Avenue
0:00 ‐ 1:00 0 0 50 40 90 0 No
1:00 ‐ 2:00 0 0 31 18 49 0 No
2:00 ‐ 3:00 0 0 16 13 29 0 No
3:00 ‐ 4:00 0 0 16 20 36 0 No
4:00 ‐ 5:00 0 0 21 44 65 0 No
5:00 ‐ 6:00 0 0 16 80 96 0 No
6:00 ‐ 7:00 1 1 42 205 247 1 No
7:00 ‐ 8:00 6 0 226 450 676 6 No
8:00 ‐ 9:00 18 1 379 624 1,003 18 No
9:00 ‐ 10:00 14 1 319 426 745 14 No
10:00 ‐ 11:00 2 0 221 281 502 2 No
11:00 ‐ 12:00 4 0 243 286 529 4 No
12:00 ‐ 13:00 9 0 266 301 567 9 No
13:00 ‐ 14:00 7 1 301 313 614 7 No
14:00 ‐ 15:00 11 0 305 328 633 11 No
15:00 ‐ 16:00 8 0 400 385 785 8 No
16:00 ‐ 17:00 22 1 500 471 971 22 No
17:00 ‐ 18:00 23 2 563 437 1,000 23 No
18:00 ‐ 19:00 21 0 541 428 969 21 No
19:00 ‐ 20:00 7 0 385 271 656 7 No
20:00 ‐ 21:00 2 1 246 174 420 2 No
21:00 ‐ 22:00 4 1 217 153 370 4 No
22:00 ‐23:00 4 0 147 113 260 4 No
23:00 ‐ 24:00 0 0 90 58 148 0 No
Total 163 9 5,541 5,919
Notes:

Meets Approach Volume Criteria
Minor Approach Major Approach
Table 8‐ I ‐ Eight‐Hour Warrant Analysis ‐ Condition B (80%) Temperance Avenue/Floradora Avenue
24‐Hour Counts (Veh/hr)
P:\HAA2103-TM 6360\PRODUCTS\Traffic\Warrants\Warrant 1\Warrant 1-Eight Hour.xlsx\8 hr Counts Cond_B_11 (3/23/2023) 9-42

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

9.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES

9.1 RECOMMENDED IMPROVEMENTS
Improvements have been recommended at study intersections and roadway segments where an operational deficiency has been identified based on the results of the LOS analysis. Table 9-A summarizes the recommended improvements for study intersections for all analysis scenarios.

Tables 9-B, 9-C, and 9-D summarize the post-improvement intersection LOS under existing, near- term, and cumulative year conditions, respectively. Detailed LOS worksheets are included in Appendix E. Figures 9-1, 9-2, and 9-3 illustrate the with recommended improvements intersection geometrics and traffic control under existing, near-term, and cumulative year conditions plus project, respectively.

It should be noted in many of the unsignalized intersections, installing a signal have been proposed to eliminate the existing or forecasted operational deficiency. However, a signal was only recommended as an improvement if it meets any of the signal warrants conducted for unsignalized intersections as included in Chapter 8.0 of this report.

Table 9-E summarizes the recommended improvements for roadway segments for all analysis scenarios. Tables 9-F, 9-G, and 9-H summarize the post-improvement roadway segment LOS under existing, near-term and cumulative year plus project conditions, respectively.

9.2 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 with 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.

9.2.1 Citywide Traffic Signal Mitigation Impact (TSMI) Program The City of Fresno Traffic Signal Mitigation Impact (TSMI) fees are charged to all new developments throughout the City to mitigate the traffic operational deficiencies through the funding of traffic signal improvements to serve new developments. Based on the City of Fresno City-Wide Traffic Signal Mitigation Impact Fee nexus Analysis for Proposed Fee Update, dated June 2022, several of the proposed signals are included in the Traffic Signal Capital Improvements, where the entire funding is expected to be generated from the TSMI fees. Therefore, since these improvements are covered under the TSMI Fee program, the project will be paying into the fee program for these improvements.

9.2.2 Fresno COG FTIP
The underlying purpose of the Fresno Council of Governments (Fresno COG) Federal Transportation Improvement Program (FTIP) is the “incremental implementation (four years) of the long-range 9-43

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) [Regional Transportation Plan] (RTP) (24 years).” As such, it is a compilation of projects under the State Transportation Improvement program (STIP) and other programs within the Fresno County region. Projects listed include “all transportation-related projects requiring federal funding or other approval by the federal transportation agencies” and “are consistent with the Fresno COG’s RTP and are part of the area’s overall strategy for providing mobility, congestion relief and reduction of transportation-related air pollution.” It should be noted that the timing for implementation of these projects may vary depending on the availability of funding. As such, the project would be contributing to the FTIP for implementation of these improvements.

9.2.3 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.

Table 9-I summarizes the recommended improvement for the deficient intersections, funding mechanism, and its fair share percentage for the improvements to be covered under fair share.

Table 9-J summarizes the corresponding improvements and funding mechanism for the roadway segments.

9.3 LIST OF CHAPTER 9.0 FIGURES AND TABLES
• Figure 9-1: Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control
• Figure 9-2: Near-Term Plus Project with Improvements Study Intersection Geometrics and Traffic Control
• Figure 9-3: Cumulative Year (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control
• Table 9-A: Recommended Improvements for Intersections • Table 9-B: Existing Plus Project with Recommended Improvements Intersection Levels of Service • Table 9-C: Near-Term Plus Project with Recommended Improvements Intersection Levels of Service
• Table 9-D: Cumulative Year (2046) Plus Project with Recommended Improvements Intersection Levels of Service
• Table 9-E: Recommended Improvements for Roadway Segments • Table 9-F: Existing Plus Project with Recommended Improvements Roadway Segments Levels of Service
• Table 9-G: Near-Term Plus Project with Recommended Improvements Roadway Segments Levels of Service
• Table 9-H: Cumulative Year (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service
• Table 9-I: Intersection Improvement Funding Mechanism and Fair Share • Table 9-J: Roadway Segment Improvement Funding Mechanism and Fair Share

## ## 123
## ## 456
## ## 789

## ## 10 11 12
## ## 13 ##
FIGURE 9‐1
Legend
Signal Project Driveway Tract Map 6360 Project
Stop Sign Future Segment Traffic Impact Study
De‐facto Right Turn  Recommended Improvements Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control Project Driveway 2/McKinley Avenue
























 

Armstrong Avenue/McKinley Avenue Armstrong Avenue/Floradora Avenue 
 

Armstrong Avenue/Olive Avenue
Temperance Avenue/McKinley Avenue Temperance Avenue/F loradora Avenue Armstrong Avenue/Project Driveway 1 



Fowler Avenue/Olive Avenue
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue /SR-180 Eastbound Ramps Fowler Avenue/Belmont Avenue 







Fowler Avenue/McKinley Avenue Fowler Avenue/Floradora Avenue d
d
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\g45_Geo_Exist WP MIT.xlsx 3/23/2023 ## ## 123
## ## 456
## ## 789

## ## 10 11 12
## ## 13 ##
FIGURE 9‐2
Legend
Signal Project Driveway Tract Map 6360 Project
Stop Sign Future Segment Traffic Impact Study
De‐facto Right Turn  Recommended Improvements Near‐Term Plus Project with Improvements Study Intersection Geometrics and Traffic Control Fowler Avenue/Olive Avenue
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue /SR-180 Eastbound Ramps Fowler Avenue/Belmont Avenue 







Fowler Avenue/McKinley Avenue Fowler Avenue/Floradora Avenue Armstrong Avenue/Olive Avenue
Temperance Avenue/McKinley Avenue Temperance Avenue/Floradora Avenue Armstrong Avenue/Project Driveway 1 








 

Armstrong Avenue/McKinley Avenue Armstrong Avenue/Floradora Avenue 
 
 













Project Driveway 2/McKinley Avenue






d
d
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\g45_Geo_NT MIT.xlsx 3/23/2023 ## ## 123
## ## 456
## ## 789

## ## 10 11 12
## ## 13 ##
FIGURE 9‐3
Legend
Signal Project Driveway Tract Map 6360 Project
Stop Sign Future Segment Traffic Impact Study
De‐facto Right Turn  Recommended Improvements Cumulative Year (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control Fowler Avenue/Olive Avenue
Fowler Avenue/SR-180 Westbound Ramps Fowler Avenue /SR-180 Eastbound Ramps Fowler Avenue/Belmont Avenue 







Fowler Avenue/McKinley Avenue Fowler Avenue/Floradora Avenue Armstrong Avenue/Olive Avenue
Temperance Avenue/McKinley Avenue Temperance Avenue/Floradora Avenue Armstrong Avenue/Project Driveway 1 








 

Armstrong Avenue/McKinley Avenue Armstrong Avenue/Floradora Avenue 
 
 














Project Driveway 2/McKinley Avenue






d
d
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\g45_Geo_zCumul WP MIT.xlsx 3/23/2023 Existing Near‐Term Cumulative Year (2046)
Intersection Jurisdiction Plus Project Improvements1 Plus Project Improvements Plus Project Improvements

1.F o w l e r Avenue/McKinley Avenue City of Fresno/Fresno County Install traffic signal, add NBT lane, add SBL lane, add SBT lane, add WBL lane
Install traffic signal, add NBL lane, add NBT lane, add SBL lane, add SBT lane, add EBL lane, add WBL lane

2.F o w l e r Avenue/Floradora Avenue Fresno County Install traffic signal, add NBT la ne, add SBL lane, add SBT lane, add WBL lane
Install traffic signal, add NBT lane, add SBL lane, add SBT lane, add WBL lane

3.F o w l e r Avenue/Olive Avenue Fresno County Install traffic signal, add NBL lane, add NBT lane, add SBL lane, add SBT lane
Install traffic signal, add NBL lane, add NBT la ne, add SBL lane, add SBT lane
Install traffic signal, add NBL lane, add NBT lane, add SBL lane, add SBT lane

5.F o w l e r Avenue/SR‐180 Eastbound Ramps Caltrans Optimize signal timings Optimize signal timings Optimize signal timings

7.A r m s t r o n g Avenue/McKinley Avenue City of Fresno/Fresno County Install traffic signal, add NBL lane, add SBL lane, add EBL lane, add WBL la
ne
Install traffic signal, add NBL lane, add SBL lane, add EBL lane, add WBL lane

8.A r m s t r o n g Avenue/Floradora Avenue City of Fresno/Fresno County Install traffic signal, add WBL lane Install traffic signal, add WBL lane

9.A r m s t r o n g Avenue/Olive Avenue City of Fresno/Fresno County Install traffic signal Install traffic signal, add EB receiving lane 10 . Temperance Avenue/McKinley Avenue C ity of Fresno/Fresno County Install traffic signal Install traffic signal, add NBT lane, add SBT lane Install traffic signal, add NBT lane, add SBT lane 11 . Temperance Avenue/Floradora Avenue Fresno County Add NBL lane, add NBT lane, add SBL lane, add SBT lane Add NBL lane, add NBT lane, add SBL lane, add SBT lane Notes:

NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound L = Left, T = Through, R = Right
1 Recommended improvements for Existing Plus Project is for informational purposes only. As such, the project will be required to implement the recommended improvements starting with completion of the project.

Table 9‐A ‐ Recommended Improvements for Intersections
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Improvements.xlsx\Int LOS MIT (3/31/2023) Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS

3. F o w l e r Avenue/Olive Avenue Fresno County D AWSC 69.8 F * 67.1 F * Signal 30.1 C 25.9 C

5. F o w l e r Avenue/SR‐180 Eastbound Ramps Caltrans 45 sec Signal 20.4 C 69.5 E * Signal 22.0 C 32.2 C 10 . Temperance Avenue/McKinley Avenue Fresno/Fresno County D TWSC 63.4 F * 70.8 F * TWSC 7.0 A 17.7 C Notes:

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
Table 9‐B ‐ Existing Plus Project with Recommended Improvements Intersection Levels of Service LOS
Standard
Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour P:\HAA2103‐TM 6360\PRODUCTS\Traffic\LOS.xlsx\2022 Exist Mit (3/23/2023) Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS

1. F o w l e r Avenue/McKinley Avenue Fresno/Fresno County D OWSC 62.3 F * 41.3 E * Signal 10.5 B 4.0 A

2. F o w l e r Avenue/Floradora Avenue Fresno County D OWSC 157.9 F * >200 F * Signal 10.0 A 8.1 A

3. F o w l e r Avenue/Olive Avenue Fresno County D AWSC >200 F * >200 F * Signal 41.6 D 23.8 C

5. F o w l e r Avenue/SR‐180 Eastbound Ramps Caltrans 45 sec Signal 23.0 C 76.8 E * Signal 23.4 C 34.1 C

7. A r m s t r o n g Avenue/McKinley Avenue Fresno/Fresno County D TWSC 194.9 F * 44.9 E * Signal 22.8 C 11.9 B

8. A r m s t r o n g Avenue/Floradora Avenue Fresno D TWSC 58.4 F * 33.1 D Signal 7.9 A 4.7 A

9. A
r m s t r o n g Avenue/Olive Avenue2 Fresno D AWSC 76.1 F * 188.9 F * Signal 46.2 D 46.5 D 10 . Temperance Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * >200 F * Signal 38.7 D 27.6 C 11 . Temperance Avenue/Floradora Avenue Fresno County D TWSC 53.1 F * 28.5 D TWSC 17.0 C 13.9 B Notes:

Therefore, the worst‐case movements at these intersections operate at LO S F.

P:\HAA2103‐TM 6360\PRODUCTS\Traffic\LOS.xlsx\2026 OY Mit (3/23/2023) Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS

1. F o w l e r Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * ‐ F * Signal 53.7 D 39.9 D

2. F o w l e r Avenue/Floradora Avenue Fresno County D OWSC >200 F * >200 F * Signal 10.7 B 7.6 A

3. F o w l e r Avenue/Olive Avenue Fresno County D AWSC >200 F * >200 F * Signal 45.0 D 50.1 D

5. F o w l e r Avenue/SR‐180 Eastbound Ramps Caltrans 45 sec Signal 24.6 C 97.0 F * Signal 24.9 C 37.5 D

7. A r m s t r o n g Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * >200 F * Signal 52.2 D 18.7 B

8. A r m s t r o n g Avenue/Floradora Avenue Fresno D TWSC 199.4 F * 43.8 E * Signal 9.4 A 4.6 A

9. A r m s t r o n g Avenue/Olive Avenue2 Fresno D AWSC 108.6 F * >200 F * Signal 51.3 D 54.8 D 10 . Temperance Avenue/McKinley Avenue Fresno/Fresno County D TWSC ‐ F * ‐ F * Signal 47.9 D 32.6 C 11 . Temperance Avenue/Floradora Avenue Fresno County D TWSC 101.8 F * 92.9 F * TWSC 20.2 C 31.3 D Notes:

Therefore, the worst‐case movements at these intersections operate at LO S F.

Table 9‐D ‐ Cumulative Year (2046) Plus Project with Recommended Improvements Intersection Levels of Service Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\LOS.xlsx\2046 Cumulative Mit (3/23/2023) Existing Near‐Term Cumulative (2046)
Plus Project Improvements Plus Project Improvements Plus Project Improvements Segments on Fowler Avenue
1 . between McKinley Avenue and Floradora Avenue Fresno County Convert to 4‐Lane Divided Arterial Convert to 4‐Lane Divided Arterial 2 . between Floradora Avenue and Olive Avenue Fresno County Convert to 4‐Lane Divided Arterial Convert to 4‐Lane Divided Arterial

3. between Olive Avenue and SR‐180 Westbound Ra mps Fresno County Convert to 4‐Lane Divided Arterial Convert to 4‐Lane Divided Arterial Convert to 4‐Lane Divided Arterial Roadway Segment Jurisdiction
Table 9‐E ‐ Recommended Improvements for Roadway Segments P:\HAA2103‐TM 6360\PRODUCTS\Traffic\xRoadway LOS.xlsx\Rdway Mit AIl (3/23/2023) Functional Classification1 Daily Functional Classification1 Daily Volume LOS Volume LOS
Segments on Fowler Avenue

3. between Olive Avenue and SR‐180 Westbound Ramps Fresno County 2‐Lane Undivided Arterial 15,930 18,284 E *4 ‐Lane Divided Arterial3 35,820 18,284 C Notes:

2. between Floradora Avenue and Olive Avenue Fresno County 2‐Lane Undivided Arterial 15,930 20,626 E *4 ‐Lane Divided Arterial3 35,820 20,626 C

3. between Olive Avenue and SR‐180 Westbound Ramps Fresno County 2‐Lane Undivided Arterial 15,930 24,705 E *4 ‐Lane Divided Arterial3 35,820 24,705 C Notes:

2. between Floradora Avenue and Olive Avenue Fresno County 2‐Lane Undivided Arterial 15,930 21,656 E *4 ‐Lane Divided Arterial3 35,820 21,656 C

3. between Olive Avenue and SR‐180 Westbound Ramps Fresno County 2‐Lane Undivided Arterial 15,930 25,899 E *4 ‐Lane Divided Arterial3 35,820 25,899 C Notes:

1.F o w l e r Avenue/McKinley Avenue City of Fresno/Fresno County TSMI/FTIP/Fair Share Install traffic signal Add NBT lane, add SBT lane Add NBL lane, add SBL lane, add EBL lane, add WBL lane 0.17%

2.F o w l e r Avenue/Floradora Avenue Fresno County FTIP/Fair Share Add NBT lane, add SBT lane Install traffic signal, add SBL lane, add WBL lane 0.42%

3.F o w l e r Avenue/Olive Avenue Fresno County TSMI/FTIP/Fair Share Install traffic signal Ad d NBT lane, add SBT lane Add NBL lane, add SBL lane 6.99%

5.F o w l e r Avenue/SR‐180 Eastbound Ramps Caltrans Fair Share Optimize signal timings 6.26%

7.A r m s t r o n g Avenue/McKinley Avenue City of Fresno/Fresno County TSMI/Fair Share Install traffic signal Add NBL lane, add SBL lane, add EBL lane, add WBL lane 24.45%

8.A r m s t r o n g Avenue/Floradora Avenue City of Fresno/Fresno County Fair Share Install traffic signal, add WBL la ne 28.73%

9.A r m s t r o n g Avenue/Olive Avenue City of Fresno/Fresno County TSMI/FTIP Install traffic signal Add EB receiving lane 10 . Temperance Avenue/McKinley Avenue City of Fresno/Fresno County TSMI/FTIP Install traffic signal Add NBT lane, add SBT lane 11 . Temperance Avenue/Floradora Avenue Fresno County FTIP/Fair Share Add NBT lane, add SBT lane Add NBL lane, add SBL lane 1.73% Notes:

NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound L = Left, T = Through, R = Right
1 Improvements in accordance with the City of Fresno City‐Wide Traffic Signal Mitigation Impact Fee (dated June 2022) 2 Improvements in accordance with the Fresno Council of Governments 2021 Federal Transportation Improvement Program (FTIP) 3 Project Fair Share Percentage is the highest fair share value of the AM and PM peak hour when both peak hours require improvements, or only in the peak hour that require improvements.

Table 9‐I ‐ Intersection Improvement Funding Mechanism and Fair Share P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Improvements.xlsx\Int MIT Funding (3/31/2023) Improvements Improvements
Cumulative (2046) Funding Project Covered by Covered by Fair Share Plus Project Improvements Mechanism Responsibility1 FTIP Fair Share Percentage Segments on Fowler Avenue
1 . between McKinley Avenue and Floradora Avenue Fresno County Convert to 4‐Lane Divided Arterial FTIP Convert to 4‐Lane Divided Arterial 2 . between Floradora Avenue and Olive Avenue Fresno County Convert to 4‐Lane Divided Arterial FTIP Convert to 4‐Lane Divided Arterial 3 . between Olive Avenue and SR‐180 Westbound Ramps Fresno County Convert to 4‐Lane Divided Arterial F TIP Convert to 4‐Lane Divided Arterial Notes:

LOS = Level of Service; FTIP = Fresno Council of Governments 2021 Federal Transportation Improvement Program 1 Table 9‐J ‐ Roadway Segment Improvement Funding Mechanism and Fair Share Roadway Segment Jurisdiction
Improvements listed under this section would be 100 percent project responsibility.

P:\HAA2103‐TM 6360\PRODUCTS\Traffic\xRoadway LOS.xlsx\Rdway Funding mechanism (3/23/2023) 10-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

10.0 INTERSECTION QUEUING ANALYSIS
Tables 10-A, 10-B, and 10-C list the available turn‐pocket storage lengths and summarize the 95th percentile back‐of‐queue lengths at the study intersections under existing, near-term, and cumulative year conditions. The queues for the signalized intersections have been reported from Synchro, while for unsignalized intersections, the SimTraffic queues have been reported since Synchro does not appropriately report queues at unsignalized intersections.

Detailed queuing analysis worksheets are included in Appendix F.

10.1 LIST OF CHAPTER 10.0 TABLES
• Table 10-A: Existing Queuing Analysis
• Table 10-B: Near-Term Queuing Analysis
• Table 10-C: Cumulative Year (2046) Queuing Analysis

Intersection ( f t / l n ) A MP MA MP M

3. Fowler Avenue/Olive Avenue EBL 190 50 110 50 65
AWSC WBL 200 280 75 245 110

4. Fowler Avenue/SR‐180 Westbound Ramps NBR 430 0000
Signal WBL 650 25 35 25 35
WBR 650 30 15 30 15

5. Fowler Avenue/SR‐180 Eastbound Ramps NBR 185 0000
Signal SBL 230 25 45 25 45
EBL 405 90 125 95 130
EBR 230 40 50 40 50

6. Fowler Avenue/Belmont Avenue NBL 250 170 120 170 120 Signal NBR 165 55 30 55 30
SBL 275 105 125 105 125
SBR 130 0505
EBL 225 120 105 120 105
WBL 250 150 135 150 135
WBR 60 60 45 60 45

8. Armstrong Avenue/Floradora Avenue NBL 170 0 0 10 0
TWSC SBL 100 0 0 0 15
EBR 85 40 0 45 20

9. Armstrong Avenue/Olive Avenue SBR 130 105 50 120 60 AWSC EBL 195 30 50 50 65
EBR 105 10 10 15 10
WBL 145 110 60 60 55
WBR 150 30 20 30 35
10 . Temperance Avenue/McKinley Avenue NBL 155 0 0 15 15 TWSC SBL 155 50 55 45 65
EBL 105 0 0 15 20
WBL 105 70 60 50 60
WBR 140 40 35 45 40
Notes:

AWSC = All‐Way Stop Control; TWSC = Two‐Way Stop Control EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; T = Through; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements are obtained from Google Earth measurements. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been reported from Synchro, while queues for unsignalized intersections have been reported from SimTraffic.

No Project
Existing
Table 10‐A ‐ Existing Queuing Analysis
Movement
Plus ProjectStorage Length1
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Intersection Queue.xlsx (3/23/2023) Intersection (ft/ln) AM PM

3. Fowler Avenue/Olive Avenue EBL 190 45 80
AWSC WBL 200 310 125

4. Fowler Avenue/SR‐180 Westbound Ramps NBR 430 0 0
Signal WBL 650 75 80
WBR 650 35 45

5. Fowler Avenue/SR‐180 Eastbound Ramps NBR 185 40 35
Signal SBL 230 55 65
EBL 405 120 175
EBR 230 40 225

6. Fowler Avenue/Belmont Avenue NBL 250 185 140
Signal NBR 165 135 70
SBL 275 210 215
SBR 130 10 35
EBL 225 175 155
WBL 250 210 215
WBR 60 70 80

8. Armstrong Avenue/Floradora Avenue NBL 170 10 15
TWSC SBL 100 10 30
EBR 85 55 15

9. Armstrong Avenue/Olive Avenue SBR 130 385 70
AWSC EBL 195 45 100
EBR 105 25 20
WBL 145 175 70
WBR 150 25 35
10 . Temperance Avenue/McKinley Avenue NBL 155 20 30
TWSC SBL 155 65 60
EBL 105 285 30
WBL 105 320 110
WBR 140 70 55
Notes:

Table 10‐B ‐ Near‐Term Queuing Analysis
Near‐Term
Plus Project
Movement
Storage Length1
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Intersection Queue.xlsx (3/30/2023) Intersection (ft/ln) AM PM AM PM

3. Fowler Avenue/Olive Avenue EBL 190 50 370 50 470
AWSC WBL 200 275 260 370 370

4. Fowler Avenue/SR‐180 Westbound Ramps NBR 430 0 0 0 0 Signal WBL 650 80 85 80 85
WBR 650 40 50 40 55

5. Fowler Avenue/SR‐180 Eastbound Ramps NBR 185 45 35 45 35 Signal SBL 230 60 65 60 65
EBL 405 125 170 125 180
EBR 230 45 255 45 260

6. Fowler Avenue/Belmont Avenue NBL 250 220 145 220 145 Signal NBR 165 140 65 140 70
SBL 275 220 220 220 220
SBR 130 15 40 15 40
EBL 225 185 400 185 400
WBL 250 215 225 215 225
WBR 60 135 80 145 80

8. Armstrong Avenue/Floradora Avenue NBL 170 0 10 0 0
TWSC SBL 100 0 30 0 15
EBR 85 75 15 75 25

9. Armstrong Avenue/Olive Avenue SBR 130 180 60 225 70 AWSC EBL 195 235 180 150 255
EBR 105 15 100 15 145
WBL 145 65 105 105 115
WBR 150 155 40 45 40
10 . Temperance Avenue/McKinley Avenue NBL 155 265 25 325 55 TWSC SBL 155 90 250 300 260
EBL 105 200 315 0 310
WBL 105 390 310 300 180
WBR 140 0 0 0 0
Notes:

Table 10‐C ‐ Cumulative Year (2046) Queuing Analysis
Cumulative Year (2046)
No Project Plus Project
Movement
Storage Length1
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Intersection Queue.xlsx (3/30/2023) 11-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

11.0 SITE ACCESS AND CIRCULATION ANALYSIS
As previously illustrated in Figure 1-2, access to the project would be provided via two full-access driveways, one on Armstrong Avenue and the other on McKinley Avenue.

11.1 SIGHT DISTANCE ANALYSIS
A sight distance analysis was conducted at the project driveways along Armstrong Avenue and McKinley Avenue to evaluate safe access in and out of the project. 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, both the stopping sight distance and corner sight distance have been evaluated. That is because there are the two sight distance lengths that would affect safe maneuver of ingress/egress traffic from the project driveways.

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 major arterials abutting the project (i.e., Armstrong Avenue and McKinley Avenue). The posted speed limit on Armstrong Avenue is 45 mph.

Though McKinley Avenue is yet to be constructed along the project frontage, the speed limit was estimated as 35 mph along the project frontage. For purposes of this analysis, the posted or estimated speed limits have been considered as the design speed. As stated in Table 201.1 of the HDM, the minimum stopping sight distance is 360 feet for a design speed of 45 mph and 250 feet for a design speed of 35 mph. Therefore, the minimum stopping sight distance has been considered as 360 feet and 250 feet for Project Driveway 1 (along Armstrong Avenue) and Project Driveway 2 (along McKinley Avenue), respectively.

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 distances were also evaluated for the project driveways. 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 (Armstrong Avenue and McKinley Avenue).

Based on the requirements established in the HDM, it was determined that a minimum corner sight distance of 500 feet and 390 feet would be required for left-turn maneuvers coming out of Project Driveway 1 and Project Driveway 2, respectively. Furthermore, a minimum corner sight distance of 430 feet and 335 feet would be required for right-turn maneuvers coming out of Project Driveway 1 and Project Driveway 2, respectively.

Since the corner sight distances required at the project driveways would be greater than the stopping sight distances (500 feet compared to 360 feet for Project Driveway 1 and 390 feet compared to 250 feet for Project Driveway 2), sight triangle figures were created using corner sight 11-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) distances. As a conservative measure, left-turn corner sight distances were used for both right- and left-turn sight triangles for both project driveways. As illustrated in Figure 11-1, Project Driveway 1 will provide adequate sight distance for left- and right-turn maneuvers onto Armstrong Avenue. As illustrated in Figure 11-2, Project Driveway 2 will provide adequate sight distance for left- and right- turn maneuvers onto McKinley Avenue.

11.2 DRIVEWAY SPACING
Previously referenced Figure 1-2 illustrates the project site plan. As illustrated in Figure 1-2, the driveway on Armstrong Avenue is located approximately 450 feet north from the intersection of Armstrong Avenue/McKinley Avenue. Similarly, the project driveway on McKinley Avenue is located approximately 650 feet east of this intersection. As such, none of the driveways are located too close to any existing and future intersections, and there would be sufficient spacing between all existing and future intersections including the project driveway intersections.

11.3 PROJECT DRIVEWAY QUEUING ANALYSIS
As shown in tables 10-A through 10-C, the project is not anticipated to create a back-up along Armstrong Avenue or McKinley Avenue due to project traffic. As such, the project traffic is not anticipated to create any adverse effect along the project driveways.

11.4 LIST OF CHAPTER 11.0 FIGURES
• Figure 11-1: Corner Sight Distance at Project Driveway 1 • Figure 11-2: Corner Sight Distance at Project Driveway 2

123 4 5 67 8 9 10
11 12 13 14 15 16 17 18 19 20
21 22 23242526 27 28 29 30
31 32 33 34 35 36 37 38 39 40
41 4243 44 45 4647 48 49 50 51
52 53 54 55 56 57 58 59 60 61 62
6667686970 71 72737475
76 77
78 79
80 81
82 83
84 85
86 87
88 89 90 91 92 93 94 95 96 97 98 99 100
102
103
104
105
106
107
108
109
110 111
112
113
114
115
116
117
118
119
121
122
123
124
125
126
127
128
129
184
65 64
63 101 120
263
282
P:\HAA2103-TM 6360\PRODUCTS\Traffic\GIS\AutoCAD\Figures.dwg (3/23/2023) SOURCE: Habrbour & Associates, November 2022
Corner Sight Distance at Project Driveway 1
Tract Map 6360 Project
Traffic Impact Study
FIGURE 11-1LEGEND
FEET
0 60 120
- Sight Distance Triangle

66 67 68 69 70 71 72
177 178 179 180
181
185 186 187
196 197 198
182
183
184
6564
63 P:\HAA2103-TM 6360\PRODUCTS\Traffic\GIS\AutoCAD\Figures.dwg (3/23/2023) SOURCE: Habrbour & Associates, November 2022
Corner Sight Distance at Project Driveway 2
Tract Map 6360 Project
Traffic Impact Study
FIGURE 11-2 LEGEND
FEET
04080
- Sight Distance Triangle

12-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

12.0 SAFE ROUTES TO SCHOOL EVALUATION
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 miles for grades Kindergarten through 6th and 2.50 miles for grades 7th through 12th.

The nearest elementary school to the project site is Temperance-Kutner Elementary School, which is located at the southeast corner of the intersection of Armstrong Avenue/Olive Avenue. The distance between the project corner and the school along Armstrong Avenue is approximately 0.55 miles.

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 reached from the project site traveling directly south along Armstrong Avenue to the intersection of Armstrong Avenue/Olive Avenue.

Paved sidewalks are currently present along the southbound direction and intermittently present along the northbound direction of Armstrong Avenue between Floradora Avenue and Olive Avenue.

The project will be adding sidewalks along the project frontage on Armstrong Avenue and McKinley Avenue. Additionally, paved sidewalks are expected to be constructed along both directions of Armstrong Avenue between McKinley Avenue and Olive Avenue prior to the completion of the project as part of TM 6209 project. The future intersection of Armstrong Avenue/McKinley Avenue is anticipated to be two-way stop controlled (TWSC) with the stop signage placed on both directions of McKinley Avenue and a marked crosswalk along the northbound direction of Armstrong Avenue.

Students are anticipated to cross this intersection headed southbound on the westside of Armstrong Avenue towards the intersection of Armstrong Avenue/Floradora Avenue. The intersection of Armstrong Avenue/Floradora Avenue is TWSC with stop signage placed on both directions of Floradora Avenue and no marked crosswalks along any direction. Students are anticipated to cross this intersection and continue southbound on the westside of Armstrong Avenue to the intersection of Armstrong Avenue/Olive Avenue. The intersection of Armstrong Avenue/Olive Avenue is all-way stop controlled (AWSC) with marked crosswalks along the northbound direction of Armstrong Avenue and both directions along Olive Avenue. Students are anticipated to cross this intersection and arrive at the northwest corner of the elementary school. Due to the lack of marked crosswalks within the intersection of Armstrong Avenue/Floradora Avenue, it is recommended for CUSD and the City to prioritize installation of marked crosswalks at this intersection to provide a safe walking route for students walking from the project to school.

The nearest middle school to the project site is Reyburn Intermediate, which is located at the southeast corner of the intersection of De Wolf Avenue/Donner Avenue. The distance between the project site and the school is approximately 2.65 miles. Since the distance between the project site and the school exceeds the established radius zone of 2.50 miles, public transportation will be provided to students residing within the project.

The nearest high school to the project site is Clovis East High School, which is located at the southwest corner of the intersection of Leonard Avenue/Donner Avenue. The distance between the project site and the school is approximately 2.8 miles. Since the distance between the project site and the school exceeds the established radius zone of 2.50 miles, public transportation will be provided to the students residing within the project.
13-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

13.0 COLLISION ANALYSIS

13.1 LOCAL ROADWAYS AND INTERSECTIONS
A traffic collision analysis was conducted for the study area inclusive of all study intersections and roadway segments. Traffic collision data was obtained from the State of California Statewide Integrated Traffic Records System (SWITRS) through the University of California, Berkeley Transportation Injury Mapping System (TIMS). It should be noted that the SWITRS currently provides collision data dated from December 2021 and earlier. For purposes of this analysis, five years of traffic collision data, dated between December 2016 and December 2021, were examined for this analysis.

According to the data provided by SWITRS, there have been a total of 12 crashes involving at least one vehicle within the defined study area. These 12 crashes are divided into one fatal crash, seven crashes that resulted in injury, and four unmapped collisions. All 12 crashes involve at least one vehicle but none involve pedestrians or bicyclists. Of these 12 crashes, seven occurred on Fowler Avenue near the SR-180 ramps, three on the intersection of Armstrong Avenue/Belmont Avenue, and two near the intersection of Temperance Avenue/McKinley Avenue. The fatal collision occurred near the intersection of Temperance Avenue/McKinley Avenue and involved a vehicle colliding with an undocumented object.

Detailed collision data extracted from TIMS are included in Appendix G.

13.2 CALTRANS FACILITIES
Based on data obtained from the Caltrans Traffic Accident Surveillance and Analysis System (TASAS) for freeway facilities, 28 collisions occurred along the eastbound SR-180 in the vicinity of the Fowler Avenue interchange (between Clovis Avenue interchange and Temperance Avenue interchange) between August 2019 to July 2022. These collisions included 1 fatal, 10 injury, and 17 property damage only collisions. Based on the TASAS data, the fatal collision rate for this facility is higher than the statewide average. However, fatal + injury collision rate and the total collision rate for the SR- 180 eastbound facility in the Fowler Avenue interchange is lower than the statewide average for such facilities.

For the westbound SR-180 in the vicinity of the Fowler Avenue interchange (between Clovis Avenue interchange and Temperance Avenue interchange), 53 collisions occurred within the same time.

None of these collisions resulted in any fatalities. These collisions included 14 injury, and 39 property damage only collisions. As included in the summary, the rate of fatal + injury related collisions, as well as the rate of total rate of collisions along this facility, is lower than the corresponding statewide average rate for similar facilities.

The Caltrans TASAS data summary is included in Appendix G. 14-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

14.0 VEHICLE MILES TRAVELED ANALYSIS
On December 28, 2018, the California Office of Administrative Law cleared the revised California Environmental Quality Act (CEQA) guidelines for use. Among the changes to the guidelines was removal of vehicle delay and level of service from consideration under CEQA. With the adopted guidelines, transportation impacts are to be evaluated based on a project’s effect on vehicle miles traveled (VMT).

The City adopted the City of Fresno CEQA Guidelines for Vehicle Miles Traveled Thresholds (VMT Guidelines) on June 25, 2020, which includes the screening criteria, VMT analysis methodology, VMT impact thresholds, and VMT mitigation measures. Therefore, the City’s VMT Guidelines was used in the evaluation of the project’s VMT analysis.

14.1 METHODOLOGY

14.1.1 Project Screening Evaluation
The VMT Guidelines provides multiple screening criteria for land use projects. The project was compared with the screening criteria established in the “Project Screening” section of the VMT Guidelines to check if the project can be screened out. Following is a brief description about the project in relation with the project screening criteria:
• Project Located in a High-Quality Transit Area (HQTA): The project is not located within an HQTA; 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.
• 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. • Small Project: The guidelines state that projects generating less than 500 daily trips could be screened out of a detailed VMT analysis. As discussed in Section 5.0, Project Trip Generation, the project is estimated to generate 3,074 daily trips. Therefore, the project does not satisfy this screening criteria.
• Project Located in Low VMT Area: Given the project consists of only residential uses, the City’s VMT per capita map can be used to check if the project is located in a low VMT area. Based on review of the City of Fresno VMT per capita screening map, the project is not located in a low VMT area; therefore, this criteria does not apply to the project.

As shown above, the project could not be screened out from detailed VMT analysis. As such, pursuant to the VMT Guidelines, a detailed VMT analysis was conducted to assess the project’s VMT impact.
14-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

14.1.2 Thresholds of Significance
The project consists of residential land use. The 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 baseline project VMT per capita is greater than 87 percent of the baseline Fresno County VMT per capita. Based on the guidelines, baseline Fresno County VMT per capita is 16.1 and the corresponding threshold is 14.0 (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 14.0.

As recommended in the guidelines, the Fresno COG ABM was used for the project VMT analysis. The model inputs were updated with the project land uses to calculate project VMT. The project VMT was calculated from a Fresno COG ABM model run as described in the following sections.

14.1.3 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.

14.1.4 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.

14.2 PROJECT VEHICLE MILES TRAVELED ANALYSIS
Table 14-A summarizes the regional threshold and project VMT per capita. As shown in Table 14-A, the project VMT per capita is 9.1 percent higher than the City’s VMT per capita threshold. Therefore, based on the guidelines, the project will have a significant VMT impact.

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

14.3 VMT REDUCTION MEASURES – PROJECT DESIGN FEATURES AND 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. These measures can be incorporated as a part of plans, policies, regulations, or project designs. Project design features that encourage mode shift from automobiles to transit or non-motorized modes can therefore help reduce project VMT. Typically, VMT reduction and benefits from these project design features are not accounted in the project VMT calculations conducted using the regional travel demand model.

Therefore, VMT reduction credit can be accounted for these design features, similar to VMT 14-3

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) mitigation measures to help reduce or eliminate the project’s VMT impact. Enforcement of mitigation measures will be subject to the mitigation monitoring requirements under CEQA, as well as the regular police powers of the lead agency.

Evaluation of VMT reductions should be evaluated using state-of-the-practice methodologies recognizing that many of the VMT mitigation strategies/project design features are dependent on resident performance over time. Following is a detailed description of both and the corresponding potential reduction that could be achieved with implementation of these measures.

14.3.1 Project Design Features
As per information provided by the applicant, the project intends to implement project design features that will help reduce project VMT. The proposed project design features were evaluated using City’s Urban Form VMT Calculator and California Air Pollution Control Officers Association’s (CAPCOA) “Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers” dated December 2021, (CAPCOA handbook) as described below.

Urban Form VMT Calculator: City of Fresno has developed a tool – “City of Fresno Urban Form VMT Calculator”, to assist land use projects with estimation of VMT reduction that can obtained from project design features. The tool takes into account multiple project attributes (e.g., density, mix of uses), project location characteristics (accessibility to other land uses, major street connections), and project design features (inclusion of sidewalks, bike lanes, provision of trees) to estimate the VMT reduction that can be achieved from project location and design.

LSA used the project site plan in CAD (Computer-Aided Design) to estimate the inputs for City’s Urban Form VMT Calculator. Based on the project inputs, no VMT reduction was estimated from the tool. However, it should be noted that Estimation of VMT reduction in the current tool was based on CAPCOA’s “Quantifying Greenhouse Gas Mitigation Measures - A Resource for Local Government to Assess Emission Reductions from Greenhouse Gas Mitigation Measures” dated August, 2010 and professional planning experience. However, CAPCOA has recently released an updated version of the handbook “Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers” dated December 2021. As such, the City is in the process of updating the VMT tool using the recommendations and methodologies from the new Green Book. Therefore, VMT reduction from the Urban Form VMT Calculator was not utilized for this project.

LSA reviewed the project design features and VMT mitigation measures listed in the CAPCOA handbook that are applicable to City of Fresno. VMT reductions for applicable design features/mitigation measures were estimated using the most recent version of CAPCOA handbook.

Improve Street Connectivity: The project proposes to provide an internal circulation network.

Projects with higher density of intersections would help increase street connectivity, reduce trip lengths and promote use of alternative transportation modes of travel. CAPCOA handbook, identifies measure T-17: Improve Street Connectivity to evaluate project street network. The measure is recommended as an appropriate design feature for plans within urban or suburban 14-4

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) areas. The current project is located in suburban/rural area type setting so this measure was explored as a potential VMT reduction design feature.

Measure T-17 estimates that an increased density of vehicular intersections improves street connectivity and helps in reduction in GHG emissions and corresponding VMT. As included in the CAPCOA handbook, this measure could be applied to a project for:
‘Projects that increase intersection density would be building a new street network in a subdivision or retrofitting an existing street network to improve connectivity (e.g., converting cul-de-sacs or dead-end streets to grid streets)’.

The measure establishes the following numerical formula of VMT reduction due to increased intersection density and improved street connectivity:

𝐴 = 𝐵 − 𝐶
𝐶 ∗ 𝐷
Where,
A = Percent Reduction in GHG/VMT emission from vehicle Travel B = Intersection Density in project site with measure
C = Average Intersection Density for Typical developments (36) D = Elasticity of VMT with respect to intersection density (-0.14) The CAPCOA handbook establishes the variable C using an average density of intersections within a square mile in a typical development as included in the Proposed Trip Generation, Distribution, and Transit Mode Split Forecasts for the Bayview Waterfront Project Transportation Study, Fehr & Peers. 2009. This establishes the average suburban intersection density for the entire United States.

CAPCOA handbook adapts the variable D, Elasticity of VMT with respect to intersection density from the report ‘Does Compact Development Make People Drive Less?’ published in the Journal of the American Planning Association, 2016, authored by Mark R. Stevens. The elasticity was determined from a meta-regression analysis from data of fifteen studies, having studied in different urban/suburban geographic regions within the Country.

The project is a gated community which has specified entry/exit ways that reduces accessibility to all project related traffic. While the increased intersection density helps facilitate greater number of short trips, the project consists of only single land use type (residential) and the amount of internal capture (trips that can be fulfilled within the project; with both origin and destinations within the project site) would be minimal. Also, CAPCOA suggests application of different VMT mitigation measures at different scales – project/site scale or community/plan scale. Based on CAPCOA handbook, this mitigation measure is applicable at a plan/community scale. However, this measure was explored as a VMT reduction design feature at a project scale with appropriate limitations as described below.
14-5

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) While the internal intersections can be considered to estimate the VMT reduction due to increased street connectivity, given the above limitations (project location area type, single land use type, gated entry/exit, and CAPCOA applicability scale), only the two project driveways were included to determine project intersection density. Figure 1-2 illustrates these driveway intersections of the project. The project site is approximately 31.27 acres. Therefore, the intersection density of the project would be approximately 40.35 intersections per square mile.

Since project intersection density is greater than the countrywide average intersection density of 36 intersections per square miles as identified in the CAPCOA handbook, it could be estimated that the project will help reduce project VMT due to a higher-than-average density of vehicular network intersections along with implementation of the project design features. The percentage of VMT reduction for the project could be determined as:
% 𝑉𝑀𝑇 𝑟𝑒𝑑𝑢𝑐𝑡𝑖𝑜𝑛 = 40.35 − 36
36 ∗ (−0.14)
Or -1.69 percent
As such, due to these improved vehicular network connection and project design features, the project will achieve 1.69 percent reduction in VMT compared to the project VMT that was estimated from the regional travel demand model.

Pedestrian Infrastructure: The project proposes to provide pedestrian improvements/sidewalks both internal to the project site and along the project frontage. Providing sidewalk/pedestrian improvements encourage people to walk instead of drive and thus reduces VMT. CAPCOA transportation measure T-18: Provide Pedestrian Network Improvement was deemed applicable to estimate the VMT reduction due to project related pedestrian network improvements. According to this measure, providing pedestrian network improvements helps improve pedestrian access within the area. This encourages a mode shift on the roadway parallel to the sidewalks from vehicles to walking, displacing VMT and thus reducing GHG emissions. However, no additional VMT reduction due to provision of pedestrian infrastructure was estimated, since increasing intersection density (Improve Street Connectivity Measure) already accounts for the mode shift that will occur in the project area. As such, not estimating further VMT reduction due to this design feature when implemented along with improving street connectivity, provides a more conservative scenario in the estimation of VMT reduction.

Bicycle Infrastructure/Improvements: The project is planning to provide a 25-foot-wide easement for bicycle and pedestrian infrastructure. This easement provides the necessary right-of-way for the City of Fresno to construct a Class I Bike Path on East McKinley Avenue as planned in the City of Fresno Active Transportation Plan, December 2016. Similar to pedestrian facilities, these bicycle design features included in the project can encourage increase active transportation mode share in the area. CAPCOA transportation measure T-19A: Construct or Improve Bike Facility was deemed applicable to estimate the VMT reduction due to project bicycle features. According to the measure, providing bicycle infrastructure improve biking conditions within an area, which encourages a mode shift on the roadway parallel to the bicycle facility from vehicles to bicycles, displacing VMT and thus 14-6

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) reducing GHG emissions. Similar to project pedestrian infrastructure, no VMT reduction was estimated for this design feature to present a conservative scenario.

Implement a School Bus Program: As previously mentioned, the project is within the Clovis Unified School District (CUSD) jurisdiction. According to CUSD Board Policy 351, the school district is responsible for providing transportation between home and schools for students living outside the established radius zone. The established radius zone for students in grades K-6, is one mile from the school where the student is assigned and the established radius zone for students in grades 7-12 (intermediate and high school students), is 2.5 miles from the school where the student is assigned.

Additionally, if a community is inside the established radius zone, a Community Funded Bus Run (CFBR) program can be established, per Clovis Unified Board Policy and Administrative Regulation #8301. If sufficient funds are raised by the CFBR program, the CUSD will provide transportation to the community. CAPCOA transportation measure T-40: Implement School Bus Program was deemed applicable to potentially reduce VMT and associated GHG emissions due to the reduction in number of private vehicles trips to drop-off or pick-up students.

14.3.2 Mitigation Measures
The project explored other potential mitigation measures from CAPCOA that might help further reduce project VMT that are shown below. Similar to project design features, VMT reduction that can be achieved by the mitigation measures has been estimated using the CAPCOA manual mentioned previously.

Provide Electric Vehicle (EV) Parking and EV Charging Infrastructure: Accessible EV parking and provision of charging for electric vehicles in the residential units will encourage the use of EVs. The latest California Green Building Standards (CALGreen), California Building Code, requires provision of infrastructure to accommodate electric vehicle chargers for new single family and attached dwelling units/town houses. For new construction projects such as apartments, condos, hotels, and motels, CALGreen code requires the project to provide EV charging stations as a percentage of the total project parking. While it is understood that provision of electric charging infrastructure/stations might not reduce VMT, it will reduce GHG which can be considered equivalent to reduction in VMT.

According to CAPCOA, provision of additional electric charging stations, in addition to CALGreen requirements, can be considered as a GHG/VMT mitigation. Provision of EV charging infrastructure has a potential to achieve a maximum VMT reduction of up to 11.9 percent. However, the project is a single-family residential development and as such doesn’t propose to provide electric charging stations. While this project design feature has the potential to reduce GHG emissions, no direct VMT reduction has been accounted for this project design feature.

In conclusion, project design features aim to promote overall mobility with the goal of reducing VMT and reducing greenhouse gas emissions. Implementation of the above project design features may possibly reduce the project’s VMT by approximately up to 1.69 percent. The proposed measures and strategies should be monitored for their usage and effectiveness. The project design features can help offset some of the VMT impacts of the project but will not reduce the impact to a less than significant level. Therefore, the project will have a significant and unavoidable transportation impact under CEQA.
14-7

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

14.4 LIST OF CHAPTER 14.0 TABLES
• Table 14-A: Existing (2019) Regional and Project VMT per Capita

14-8

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23) Table 14-A: Regional and Project VMT per Capita
Region (Fresno County)1 Project Difference
Percentage
Difference

14.0 15.3 1.3 9.1%
Source: Fresno Council of Governments' Activity-Based Model VMT = Vehicle Miles Traveled
1The Fresno County VMT per capita was obtained from CEQA Guidelines for Vehicle Miles Traveled Thresholds, City of Fresno - June 25, 2020

15-1

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

15.0 SUMMARY AND CONCLUSIONS
The proposed project would include 326 single-family residential units. The project site is zoned within the Residential Single-Family District (RS-3). The RS district is intended to provide for a variety of single-family residences built to urban or suburban standards to suit a spectrum of individual lifestyles and needs. This district is also meant to enhance the City’s residential neighborhoods while providing new opportunities for the development of a range of housing types throughout the City.

The project site is designated Low-Density Residential in the Fresno General Plan.

15.1 EXISTING CONDITIONS SUMMARY
All study intersections and roadway segments operate at a satisfactory LOS under existing and existing plus project conditions with the exception of three intersections and one roadway segment.

All three intersections meet signal warrant requirements under existing and existing plus project conditions.

15.2 NEAR-TERM PLUS PROJECT CONDITIONS SUMMARY
Four study intersections are forecast to operate at a satisfactory LOS under near-term plus project conditions. Nine study intersections are forecast to operate at a deficient LOS under near-term plus project conditions. All roadway segments are forecast to operate at a satisfactory LOS under near- term plus project conditions with the exception of three roadway segments.

Seven intersections meet signal warrant requirements under near-term plus project conditions.

15.3 CUMULATIVE YEAR (2046) CONDITIONS SUMMARY
Two study intersections are forecast to operate at a satisfactory LOS under cumulative year no project conditions while four study intersections are forecast to operate at a satisfactory LOS under cumulative year plus project conditions. Nine study intersections are forecast to operate at a deficient LOS under cumulative year no and plus project conditions. All roadway segments are forecast to operate at a satisfactory LOS under cumulative year no and plus project conditions with the exception of three roadway segments.

Seven intersections meet signal warrant requirements under cumulative year no and plus project conditions.

15.4 IMPROVEMENTS SUMMARY
Based on the improvements discussed in Section 9.1 “Recommended Improvements” of this report, the recommended improvements include adding additional lanes to roadway segments, installing traffic control signals where the requirements of a signal warrant were met, and restriping of existing lane markings. Most of the recommended circulation improvements are covered by the City’s fee programs. However, the project will pay fair share percentages for intersections and roadway segments where improvements were not covered by a fee program. 15-2

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

15.5 SITE ACCESS AND CIRCULATION ANALYSIS SUMMARY
The project driveways have adequate corner sight distance and will be stop controlled. Based on the locations of the project driveways, the project is not anticipated to create deficiency in the neighborhood traffic flow pattern.

15.6 SAFE ROUTES TO SCHOOL EVALUATION SUMMARY
The nearest elementary school is within walking distance to the project site. However, there currently does not exist a safe route for students to access the elementary school by walking. The nearest middle school and high school are not within walking distance to the project site. However, public transportation will be provided to students at the project site.

15.7 COLLISION ANALYSIS SUMMARY
Accident ratio within the study area is lower than the corresponding countywide and statewide average and no improvement is necessary to enhance safety within the study area. Within one mile of the SR-180 and Fowler Avenue interchange, the accident rates are higher than the average for similar facilities. It is not estimated that project traffic will significantly change the traffic flow pattern within the study area or increase the current collision frequency.

15.8 VEHICLE MILES TRAVELED SUMMARY
The project could not be screened out and a detailed VMT analysis using Fresno COG ABM was conducted for the project. The project VMT is 9.1 percent higher than the City’s threshold and therefore, will have a significant VMT impact. Though project design features and mitigation measures are estimated to reduce the project VMT by some percentages, the project VMT impact could not be fully mitigated.

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX A

SCOPING AGREEMENT
1/6/23 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx)

CARLSBAD
CLOVIS
IRVINE
LOS ANGELES
PALM SPRINGS
POINT RICHMOND

RIVERSIDE

ROSEVILLE
SAN LUIS OBISPO
1500 Iowa Avenue, Suite 200, Riverside, California 92507 951.781.9310 www.lsa.net January 9, 2023
Ms. Harmanjit Dhaliwal, PE
Supervising Professional Engineer
Traffic Operations & Planning Division, Public Works Department City of Fresno
2600 Fresno Street, Room 4064
Fresno, California 93721‐3623
Subject: Tract Map 6360 Project TIS Scoping Agreement (LSA Project No. HAA2103) Dear Harmanjit:

LSA will be preparing a Traffic Impact Study (TIS) for the proposed Tract Map 6360 Project (project) to be located at the northeast corner of the intersection between Armstrong Avenue and the future extension of McKinley Avenue in the City of Fresno (City). The project site is currently vacant. Figure 1 (all figures, tables, and appendices attached) illustrates the regional and project location.

The proposed project will include 326 single‐family residential units. Access to the project will be provided via two full‐access driveways, one located on Armstrong Avenue and the other located on the future extension of McKinley Avenue. It is to be noted that the section of McKinley Avenue along the project frontage from Armstrong Avenue and its extension up to Temperance Avenue will occur prior to the completion of the project. Figure 2 illustrates the conceptual site plan for the project.

The project site is zoned within the Residential Single‐Family District (RS‐3). The RS district is intended to provide for a variety of single‐family residences built to urban or suburban standards to suit a spectrum of individual lifestyles and needs. This district is also meant to enhance the City’s residential neighborhoods while providing new opportunities for the development of a range of housing types throughout the City. The project site is designated Low‐Density Residential in the City’s General Plan.

LSA anticipates that the following scope of work will be required to prepare the TIS for the proposed project.

SCOPE OF WORK: LEVEL OF SERVICE ANALYSIS
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. The LOS analysis will be prepared to satisfy the requirements established by the City of Fresno Traffic Impact Study Report Guidelines (TIS Guidelines), updated February 2, 2009.

Study Intersections
LSA proposes to include the following intersections in the study:

1. Fowler Avenue/McKinley Avenue;

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 2

2. Fowler Avenue/Floradora Avenue;

3. Fowler Avenue/Olive Avenue;

4. Fowler Avenue/State Route 180 (SR‐180) Westbound Ramps;

5. Fowler Avenue/SR‐180 Eastbound Ramps;

6. Fowler Avenue/Belmont Avenue;

7. Armstrong Avenue/McKinley Avenue;

8. Armstrong Avenue/Floradora Avenue;

9. Armstrong Avenue/Olive Avenue;

10. Temperance Avenue/McKinley Avenue;

11. Temperance Avenue/Floradora Avenue;

12. Armstrong Avenue/Project Driveway 1; and

13. Project Driveway 2/McKinley Avenue.

Figure 3 illustrates the study area inters
ections.

Roadway Segments
LSA proposes to include the following roadway segments in the study:

1. Fowler Avenue, between McKinley Avenue and Floradora Avenue;

2. Fowler Avenue, between Floradora Avenue and Olive Avenue;

3. Fowler Avenue, between Olive Avenue and SR‐180 Westbound Ramps;

4. Fowler Avenue, between SR‐180 Eastbound Ramps and Belmont Avenue;

5. Armstrong Avenue,
between Project Driveway 1 and McKinley Avenue;

6. Armstrong Avenue, between McKinley Avenue and Floradora Avenue;

7. Armstrong Avenue, between Floradora Avenue and Olive Avenue;

8. Temperance Avenue, between McKinley Avenue and Floradora Avenue;

9. McKinley Avenue, between Fowler Avenue and Armstrong Avenue;

10. McKinley Avenue, between Armstrong Avenue and Pr oject Driveway 2;

11. McKinley Avenue, between Project Driveway 2 and Temperance Avenue;

12. Floradora Avenue, between Fowler Avenue and Armstrong Avenue; and

13. Olive Avenue, between Fowler Avenue and Armstrong Avenue.

Analysis Scenarios
The LOS analysis will satisfy the requirements established by the City. As such, the following scenarios will be included in the TIS:
 Existing conditions;
 Existing plus project conditions;
 Near‐term plus project conditions;
 Cumulative year (2046) no project conditions; and
 Cumulative year (2046) plus project conditions.

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 3 Trip Generation
The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) for Land Use 210 ‐ “Single‐ Family Detached Housing.” Table A summarizes the project trip generation. As shown in Table A, the proposed project is anticipated to generate 3,074 daily trips, with 229 trips occurring during the a.m. peak hour and 306 trips occurring during the p.m. peak hour.

Project trip distribution patterns were developed using the select zone model run obtained from the Fresno Council of Governments’ (COG’s) Activity‐Based Model (ABM). The select zone distribution plot is included in Appendix A. Figure 4 illustrates the project trip distribution. The project trip assignment at the study intersections is the product of the project trip generatio n and the corresponding trip distribution percentages. Figure 5 illustrates the project trip assignment.

Volume Development and Analysis Methodology
Traffic volumes for existing conditions will be developed using existing count data collected at study area intersections and roadway segments. Existing plus project volumes will be developed by adding project traffic to the existing traffic volumes.

Traffic volumes for near‐term conditions will be developed by applying a per annum growth factor to existi
ng traffic volumes and adding traffic from the project, as well as from approved and pending development projects in the vicinity of the project. LSA will be requesting City staff and adjacent jurisdictions for a list of such development projects.

Cumulative year without project traffic volumes will be developed using forecast volumes obtained from the Fresno COG ABM and by applyi
ng appropriate post‐processing methodologies.

Additionally, the transportation network to be evaluated in this scenario will be reviewed to include all Capital Improvement Projects (CIPs) already identified in impact fee programs such as the Fresno Major Street Impact (FMSI) or the Traffic Signal Mitigation Im pact (TSMI) fee programs.

Cumulative year plus project traffic volumes will be developed by adding project traffic to cumulative without project traffic volumes.

All study intersections will be analyzed during the a.m. and p.m. peak hours. As per the City’s TIS Guidelines, the a.m. peak hour is defined as the one hour of highest traffic volumes occurring between 7:00 and 9:00 a.m. while the p.m. peak hour is defined as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m. Intersection LOS will be calculated using the Highway Capacity Manual 6 (HCM 6) analysis method ologies and by using the Synchro 11 software.

Roadway segments will be analyzed for daily traffic using Florida Tables as recommended in the City’s TIS guidelines.

Queuing Analysis
A queuing analysis will be performed at all study intersections. Queues for signalized intersections will be reported from Synchro, while queues for unsignalized intersections will be reported from SimTraffic.

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 4 Site Access and Circulation
A description of the project driveway and an illustration of the site plan will be provided in the TIS.

Traffic operations at the project driveway will be analyzed based on an LOS and queuing analysis.

The TIS will also include a discussion on the distance of the driveway from nearby intersections, along with the anticipated queues and Minimum Required Throat Depth (MRTD) at the driv eway.

Additionally, as per the City’s TIS guidelines, an evaluation of sight distance and other potential unsafe traffic conditions shall be included in the TIS and appropriate recommendations will be provided.

Analysis of Traffic Operations and Recommended Circulation Improvements LOS without the project at study intersections and roadway segments will be compared to the LOS with the project for all analysis scenarios to determine operational deficiencies based on the LOS standards and operational deficiency criteria established in the City’s TIS guidelines.

Based on the results of the LOS and queuing analysis, improvements will be recommended at locations where the project creates or contributes to an operational deficiency. Improvements may include addition of intersection turn lanes, roadway widening, traffic signal installation and modification, local street striping and channelization improvements, and signage. The LOS with improvements will be calculated and summarized along with a comparison of the LOS witho ut improvements.

Signal Warrant Analysis
As requested by City staff, the following signal warrant analysis will be included in the TIS as per the criteria defined in the California supplement of the Manual on Uniform Traffic Control Devices (CA‐ MUTCD):
 Warrant 1 and 2 for the existing unsignalized study intersections under existing conditions; and
 Warrant 3 for all unsignalized study intersections under all analysis scenarios.

Collision Analysis
An analysis of the collision data, based on the California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS), over a five‐year period will be included in the TIS.

Multimodal Analysis
The existing and planned transit routes, walkways, and bikeways will be documented and gaps in the existing sidewalk and bicycle network within the study area as well as current access to transit and current transit service will be identified in the analysis. The analysis will identify connectivity from the project site to the existing bicycle and pedestrian ne twork, and distance to current transit stops. Improvements that will increase connectivity to sidewalks, trails, bicycle facilities, and transit facilities will be considered in the TIS.

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 5 Safe Routes to School Evaluation
As requested by City staff, the TIS will include a qualitative analysis of safe routes to school from the project site to the K‐12 school(s) which would likely serve the project on its opening day.

Fair Share
LSA will evaluate whether the improvements identified in the TIS are included in the City’s FMSI or TMSI fee programs. If it is determined that an improvement is not covered through either of the fee programs, then the project’s fair share contribution will be calculated based on the project traffic as a percentage of total
growth from existing to cumulative year conditions.

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, AICP, PE
Principal

ATTACHMENTS
Table A: Project Trip Generation
Figure 1: Regional and Project Location
Figure 2: Conceptual Site Plan
Figure 3: Study Area Intersections
Figure 4: Project Trip Distribution
Figure 5: Project Trip Assignment
Appendix A: Fresno COG ABM Select Zone Distribution Plot

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 6 TABLES

Land Use Units In Out Total In Out Total
Single‐Family Detached Housing 326 DU
Trips/Unit1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 59 170 229 192 114 306 3,074
Note:

DU = Dwelling Units
1 Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing", Setting/Location ‐ "General Urban/Suburban."
Table A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour Daily
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\TripGeneration.xlsx\Project Trip Gen (11/28/2022)

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 7

FIGURES

BELMONT AVENUE

MCKINLEY AVENUE

OLIVE AVENUE

CLINTON AVENUE

SHIELDS AVENUE

ARMSTRONG AVENUE
ÄÆ180

FOWLER AVENUE
SOURCE: Google Earth, 2018; County of Fresno Streets Data, 2021.

I:\HAA2103\Reports\Traffic\fig1-1_Reg_Loc.mxd (10/4/2022) FIGURE 1
Tract 6360 Project
Traffic Impact Study
Regional and Project Location
S!!N
Project Vicinity
Project Location
Madera
County
Fresno
County
ÃÃ43
ÃÃ168
ÃÃ180
ÃÃ41
ÃÃ99
Project
Location
Project Vicinity
0 1000 2000
FEET
LEGEND
City of Fresno Boundary
Project Location
SOURCE: Harbour & Associates, July 2022
I:\HAA2103\Reports\Traﬃc\ﬁg1-2_SitePlan.ai (07/10/2022) FIGURE 2
Conceptual Site Plan
Tract Map 6360 Project
Traﬃc Impact Study
SOURCE: Harbour & Associates, November 2022
I:\HAA2103\Reports\Traﬃc\ﬁg1-2_SitePlan.ai (11/16/2022) FIGURE 2
Conceptual Site Plan
Tract Map 6360 Project
Traﬃc Impact Study
3400 170
FEET

!
!
!
!
!
!
!
!
!
!
!
!!

BELMONT AVENUE

MCKINLEY AVENUE

OLIVE AVENUE

ARMSTRONG AVENUE
ÄÆ180

FOWLER AVENUE

TEMPERANCE AVENUE

FLORADORA AVENUE
9 8
7 6
5 4
3 2
13 12
11 101
SOURCE: County of Fresno Streets Data, 2021.

I:\HAA2103\Reports\Traffic\fig3_StudyIntersections.mxd (1/3/2023) FIGURE 3
Tract 6360 Project
Traffic Impact Study
Study Area Intersections
LEGEND
Project Site
City of Fresno Boundary
! Study Intersections
0 750 1500
FEET
Project Driveway
Future Roadway
S!!N
 (5%)
 (1%)   (25%)
 5% 
123
   (6%)
 16%  6% 
456
 3%(16%)
 (1%)
  (20%)  
1%  1%  33% 
789
 (32%)
 1%    (25%)
(3%)    
(1%) 
(5%) 
10 11 12
 6%
 3%
37% 
(3%) 
13 FIGURE 4
XX% (YY%)
Inbound (Outbound) Trip Distribution Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Project Trip Distribution
(11%)
(16%)
Fowler Avenue/Belmont Avenue
11%
27%
(11%)
11%
Project Driveway 2/McKinley Avenue
Fowler Avenue/State Route 180 (SR-180)
Westbound Ramps
Fowler Avenue/Olive Avenue
1%
25%
(1%)
Fowler Avenue/Floradora Avenue
1%
Fowler Avenue/McKinley Avenue
1%
(1%) (11%)
Fowler Avenue/SR-180 Eastbound Ramps
3%
22%
(5%)
41%
(1%)
Armstrong Avenue/Floradora AvenueArmstrong Avenue/McKinley Avenue Temperance Avenue/Floradora Avenue
5%
Armstrong Avenue/Project Driveway 1
(16%)
25%
Temperance Avenue/McKinley Avenue
(37%)
(6%)
(8%) 32%
16%
16%(3%)
(22%)
5%
(41%)
20%
(33%)
Armstrong Avenue/Olive Avenue
8%
P:\HAA2103‐TM 6360\PRODUCTS\Traffic\z45_Dist.xlsx 1/6/2023  9 / 6
 2 / 1   43 / 29
 3 / 10 
123
   10 / 7
 9 / 31  4 / 12 
456
 29 / 24
 2 / 1
  34 / 23  
1 / 2  1 / 2  19 / 63 
789
 54 / 36
 1 / 2    43 / 29
5 / 3    
2 / 1 
9 / 6 
10 11 12
 4 / 12
 2 / 6
22 / 71 
5 / 3 
13 FIGURE 5

XX / YY
AM / PM Peak Hour Traffic Volumes Tract Map 6360 Project Project Driveway Traffic Impact Study
Future Segment Project Trip Assignment
Fowler Avenue/Olive Avenue Fowler Avenue/State Route 180 (SR-180) Westbound Ramps
12 / 38
2 / 1
70 / 47
5 / 15
24 / 79
Fowler Avenue/SR-180 Eastbound Ramps
6 / 21
19 / 61
13 / 42
Armstrong Avenue/McKinley AvenueFowler Avenue/Belmont Avenue 9 / 31
2 / 6
37 / 25
14 / 34
14 / 9
56 / 38
3 / 10
Armstrong Avenue/Floradora Avenue
27 / 18
9 / 6
15 / 48
Armstrong Avenue/Olive Avenue
16 / 52
2 / 1
19 / 13
27 / 18
Fowler Avenue/Olive Avenue
1 / 2
15 / 48
2 / 1
Fowler Avenue/Floradora Avenue
1 / 2
Fowler Avenue/McKinley Avenue
1 / 2
19 / 13
6 / 21
19 / 13
Temperance Avenue/McKinley Avenue
63 / 42
Armstrong Avenue/Project Driveway 1
3 / 10
Temperance Avenue/Floradora Avenue
10 / 7
P:\HAA2103-TM 6360\PRODUCTS\Traffic\z45_Assign.xlsx 1/3/2023

1/6/2023 (P:\HAA2103‐TM 6360\PRODUCTS\Traffic\Scoping Agreement\Tract Map 6360 Project TIS Scoping Agreement_2023‐1‐6.docx) 8 APPENDIX A
FRESNO COG ABM SELECT ZONE DISTRIBUTION PLOT

Fresno COG 2046 Travel Model - PM peak hour select zone distribution (HAA2103 - Tract 6360) (Licensed to LSA Associates, Inc.)
0 0
0 0
0 0
0 0
0 0
0 0
00 00
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 1
00 0
0 0
1 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 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
0 1
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 1
0 0
0 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 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 0
0 0
0 2
0 0
0 0
0 0
0 0
0 1
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
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
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 1
0 0
0 0
0 0
1 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 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 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 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 0
0 0
0 0
0 0
00 0
0 0
00 0
100
Butler
0 0
0 Minnewawa
0 0
Butler
0 0
De Wolf
0 De Wolf
0 Locan
0 Locan
0 Locan
0 0
Gettysburg
0 Leonard
0 0
Ashlan
0 Ashlan
0 Kings Canyo
0 Chestnut
00 Chestnut
0 Chestnut
0 0
Chestnut
0 Chestnut
00Chestnut
0 0
Butler
Chestnut
0 Butler
0 0
Willow
0Willow
0 Butler
0 Butler
0 Winery
0 Willow
0 Willow
0 Willow
0 Willow
0Butler
0 Butler
0 Chestnut
00 0
0 0
Chestnut
0 Chestnut
0 Lane
0 Chestnut
0 Chestnut
0Chestnut
0 0
0 Chestnut
0 0 00
Chestnut
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Kings Canyo
0 0
Lane 1
1 Willow
1 Lane 0
Willow
1 0
Kings Canyo
1 Willow
10 Kings Canyo
1 Willow
0 1
Willow
0 Willow
0 Willow
00 Willow
0 Belm
ont
Olive
0 Chestnut
0Chestnut
0 Tulare
0 0
Chestnut
0 Tulare
0 0
Chestnut
0 Tulare
0 Tulare
0 Chestnut
0 Chestnut
0 0
Chestnut
0 Chestnut
0Chestnut
0 Chestnut
0 Tulare
1 0
Willow
00 Willow
0 Willow
0 Tulare
1 Willow
1 Tulare
0 Willow
1 Willow
1 Willow
11 Willow
1 Willow
1 Willow
1 Willow
1 2
0 Belm
ont
2 Chestnut
00 Chestnut
0 Chestnut
0 1
0 Chestnut
0 SR 180
0 Chestnut
1 0Chestnut
1 0
Belm
ont
2 Chestnut
0 2
Chestnut
1 Chestnut
0 Olive
2 Chestnut
00 Chestnut
0 Olive
2 0
Belm
ont
2 0
Belm
ont
2 Belm
ont
1 Olive
3 Olive
3 Olive
3 Butler
0 Butler
0 0
Peach
0 0
Peach
0 0
Butler
0 Peach
0 00
Butler
0 0
Kings Canyo
1 Peach
0 0
Lane0
Peach
0 2
Peach
01 0
Kings Canyo
2 PNR_Link
0 Peach
0Peach
0 Peach
0 Peach
0 Butler
0 Kings Canyo
2 Kings Canyo
1 Minnewawa
00 Minnewawa
0 Minnewawa
0 0
Kings Canyo
2 Kings Canyo
1 0
Kings Canyo
3 Tulare
0 Tulare
0 Tulare
0 0 Peach
0 Tulare
0 Peach
1 Peach
1 Peach
1 1
Peach
1 Peach
1 Peach
1 1
Peach
1 Peach
1 Peach
1 0
Belm
ont
2 Willow
0 Willow
0 Willow
0 0
2 Willow
00 Willow
0Willow
0 0
Belm
ont
2 SR 180
5 SR 180
12 Willow
0Willow
0Olive
3 Olive
3 3
Olive
3 0
Belm
ont
2 0
3Peach
0 1
0 Peach
0 SR 180
5 Peach
0 Olive
3 Peach
00 Peach
0 Peach
0 Olive 3
3 Peach
0 Peach
0 Tulare
0 Tulare
0 Tulare
0 Tulare
1 Tulare
1 Tulare
1 Tulare
1 0
3 Belm
ont
3 0
Belm
ont
3 1
0 Belm
ont
3 Belm
ont
3 3
Olive
3 Olive
3 Olive
3 1
Olive
1Olive
3 0
Belm
ont
3 0
Belm
ont
3 Belm
ont
3 1
Olive
4 McKinley
1 Shields
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
001
0 McKinley
1 Chestnut
0 0
0 0
Chestnut
0 Chestnut
0 Chestnut
0 0
McKinley
1 Winery
0 McKinley
1 McKinley
1 Winery
0 Winery
0 Winery
0 Winery
0 Chestnut
0 2
Chestnut
0 Chestnut
0 Clinton
2 Chestnut
0 Chestnut
0 Clinton
2 0
0 Chestnut
0 Chestnut
0 0
Shields
0 0
000
Shields
0 Chestnut
00 Shields
0 Winery
0 Clinton
1 Winery
0 Clinton
1 Winery
0 Winery
0 Clinton
1 Winery
0 Winery
00 Winery
0 Winery
0 Winery
0 0
0 0
0 Chestnut
0 Chestnut
0 Chestnut
0 4
3 3
0 Dakota
3 Chest-Will
0 Dakota
3 0
Chest-Will
0 Dakota
3 0
Ashlan
0 Chestnut
0 Ashlan
1 Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
0Chestnut
0 Chestnut
0 1
Ashlan
1Winery
2 Winery
2 Chest_Will 0Chest_Will
0 Ashlan
1 Ashlan
2 2
Chest_Will
0 Winery
2 Winery
2Winery
2 Winery
2 0
McKinley
1 0
McKinley
1 0
Clinton Wy
30 Clinton Wy
3Clinton Wy1
0 Peach
0 Peach
0 Peach
0 Peach
0Peach
0 Peach
04 McKinley
2 0
McKinley
4 1
Clinton Wy
3 1
Clinton W
y
1 1
0 Shields
10 Airway5
Dakota
3 Dakota
3 Dakota
3 Dakota
3 Airway
10 Dakota
3 11
Peach
11 Peach
10 0
Ashlan
2 Willow
0 Willow
0 0
Ashlan
2 Willow
0Willow
0 0
Ashlan
2 8
10 Ashlan
0Peach
5 Peach
5 Peach
5 Peach
5Peach
5 Peach
5 Peach
5 0
Ashlan
0 Ashlan
0 0
Ashlan
0 Ashlan
0 0Minnewawa
0 Minnewawa
0 Minnewawa
0 Minnewawa
0 Minnewawa
0 Minnewawa
0 Minnewawa
Butler
0 Butler
0 Butler
0 Butler
0 0
Clovis
0 Clovis
0 Butler
0 Clovis
0 0
Butler
0 Clovis
0 Butler
0 0
Kings Canyo
3 Kings Canyo
3 0Clovis
0 Clovis
0 0
0 0
Clovis
0 3
Clovis
0 Kings Canyo
2 0
Kings Canyo
3 Clovis
0 Clovis
0Clovis
0 Butler
0 0
Butler
0 Butler
0 California
0 Butler
0 Butler
0 0
Kings Canyo
3 0 4
Argyle
10 Kings Canyo
4 0
Argyle
0 Argyle
0 0
Kings Canyo
4 Kings Canyo
2 Tulare
1 Tulare
1 Tulare
1 Tulare
1 0
Clovis
0 Clovis
0 Clovis
0 Tulare
1 Tulare
1 1
Clovis
0 Clovis
0 Tulare
0 Clovis
0 Clovis
0 Belm
ont
3 0
Belm
ont
3 0
Belm
ont
3 Olive
4 Belm
ont
3 4
0 Belm
ont
4 Clovis
0 0
Clovis
0 Belm
ont
4 5
Clovis
0 5
Clovis
0 Olive
5 Olive
5 Olive
5 Tulare0
0 0
0 00
Tulare
1 0
Belm
ont
4 Belm
ont
4 Belm
ont
4 Belm
ont
4 0
Belm
ont
5 Belm
ont
1 Olive
5 Fowler
4 4
Fowler
4 Butler
0 Butler
0 Fowler
4 Fowler
4 4
Butler
0 Fowler
4Fowler
4 Fowler
4Fowler
4 Butler
0 Fowler
4 Fowler
4 Fowler
44 Fowler
4 Fowler
4 0 Kings Canyo
4 Kings Canyo
4 Kings Canyo
2 4
Fowler
4Fowler
47 Kings Canyo
0 Fowler
10 Butler
0 0
Kings CAnyo
0 Kings Canyo
0 Armstrong
1 California
0 California
0 Armstrong
1 Armstrong
1 Armstrong
1 Butler
0 Armstrong
1 1
10 Kings Canyo
0Tulare/Arms0
Tulare
0 Armstrong
1 Kings Canyo
0 0
Butler
0 Butler
0 Butler
0 Kings Canyo
0 Tulare
0 Tulare
0 Fowler
11 Fowler
10 Fowler
7Fowler
7 Fowler
7 Fowler
7 Belm
ont
5 Fowler
4 Fowler
11 Belm
ont
19 3
Fowler
3 SR 180 0
Olive
12 Fowler
1 Fowler
8 Olive
12 Olive
14 Armstrong
1 Armstrong
28 Belm
ont
6 Belm
ont
1 Armstrong
28 Armstrong
28 Armstrong
42 Olive
0 Temperance
3 Temperance
California
0 California
0 Temperance
3 0
Butler
0 Temperance
1 Temperance
3 Temperance
43 Kings Canyon
0 California
0 California
0 Locan
0 0
Locan
0 0
Locan
0 California
0 California
DeWolf
0 Butler
0 0
DeWolf
0 DeWolf
0 SR 180
0 SR 180
1 1
DeWolf
0 3Temperance
4 Temperance
4 Tulare
0 Temperance
4 Temperance
4 Temperance
4 Belm
ont
0 3
Belm
ont
1 Temperance
3 Temperance
3 Belm
ont
0 Olive
2 5
Temperance
3 Olive
0 Olive
2 Belm
ont
0 Olive
2 Olive
2 Tulare
0 Locan
0 Locan
0 Tulare
0 Tulare
0 Tulare
0 DeWolf
2 DeWolf
2 Tulare
0 DeWolf
2 Belm
ont
0 Olive
2 De Wolf
2 Belm
ont
0 De Wolf
2Olive
0 De Wolf
0 Leonard
0 SR 180
1 0
Leonard
0 Highland
0 Butler
0 Highland
0 Highland
0 SR 180
1 0
Highland
0 Belm
ont
0 Belm
ont
0 Belm
ont
0 Olive
0 Belm
ont
0 Olive
0 Belm
ont
0 Belm
ont
0 Highland
0 Belm
ont
0 0
Clovis
0 Clovis
04 McKinley
2 Clovis
4 0
Clovis
4 2
Clovis
0 Clinton
7 0
Clovis
0 7
Shields
10 12
0 Shields
5 Clovis
1 0
Shields
12 Shields
6 Clinton
8 Clinton
7 Sunnyside
0 Clinton
8 Sunnyside
0 Sunnyside
0 Sunnyside
0 0
Shields
12 Sunnyside
00 Shields
120
Clinton
8 8
Clinton
10 Shields
12 0
Shields
12 Shields
7 Clovis
1 Clovis
0Clovis
1 0
Clovis
1 Clovis
1 Ashlan
0 Ashlan
0 Ashlan
0 Ashlan
0 Ashlan
0 Ashlan
0 Ashlan
0 Clovis
1 0
Clovis
2 Ashlan
0 Clovis
1 Ashlan
0 Clovis
1 Clovis
1 0
Ashlan
0 Ashlan 0
Clovis
1 Ashlan
0 Ashlan
0 Ashlan
0 0
0 Ashlan
0 Ashlan
0 Ashlan
0 0
Ashlan
0 Ashlan
0 0
0 Ashlan
1 1
1 1
Fowler
1 Fowler
0 Clinton
13 Clinton
10 Fowler
0 Princeton
0 0
0 Shields
13 Business Pa
0 Shields
20 0
Princeton
0 Fowler
0 Fowler
3 Fowler
8 Shields
20 Shields
14 Armstrong
42Armstrong
33 Clinton
4 Armstrong
50 Armstrong
33 Shields
0 Fowler
8 Fowler
8 Fowler
8 Dakota
0 Fowler
3 Ashlan
10 Ashlan
1 1
Fowler
5 Fowler
3 Fowler
5 Fowler
3 Ashlan
1 0
3 Ashlan
0Fowler
3 1
Fowler
4 Fowler
3 Fowler
3 Fowler
3 Fowler
4 Fowler
0 Ashlan
0 Ash
lan
00 0 0
0 0
0 0
Armstrong
7 Armstrong
7 Dakota
0 Dakota
0 Armstrong
7 Ashlan
0 7
Armstrong
7 Armstrong
7 Ashlan
1 6
Armstrong
6 Armstrong
6 0
Armstrong
66Armstrong
5 Armstrong
5 Gettysburg
0 Ashlan
1 Ashlan
1Ashlan 0
Ashlan
1 Gettysburg
0 Gettysburg
0 Gettysburg
0 0
0 Temperance
5 Temperance
5 Temperance
0 McKinley
6 McKinley
1 Temperance
0 Temperance
0 Clinton
1 Clinton
4 Temperance
3 Temperance
3 Shields
0 2
De Wolf
00 De Wolf
0 De Wolf
0 McKinley
1 McKinley
1 Locan
1 Shields
1 Locan
0 Shields
2 De Wolf
0 Shields
1 Shields
1 De Wolf
0 Temperance
1 0
Dakota
0 Ashlan
1 Ashlan
0 Temperance
1 1
Ashlan
0 0
1 Temperance
1 Gettysburg
0 0 Temperance
1 1
0 Ashlan
0 Ashlan
0 Locan
0 Locan
0 Locan
0 Locan
0 Locan
0 De Wolf
0De Wolf
0 De Wolf
0 De Wolf
0 Locan
0 Locan
0 0
Gettysburg
0 Locan
0 Ashlan
0 0
De Wolf
0 De Wolf
0 De Wolf
0 Gettysburg
0 McKinley
1 Leonard
0 McKinley
1 Leonard
0 Leonard
0 Shields
1 Shields
1 McKinley
0 McKinley
0 Highland
0 Highland
0 Highland
0 Clinton
0 1
Highland
1 Ashlan
0 0
Ashlan
0 Leonard
0 Gettysburg
0 Gettysburg
Dakota
1 Highland
1 Dakota
0 Highland
0 Ashlan
0 Highland
0 Ashlan
0 Clinton
0 Ashlan
0 0
Temperance
1 1
1 Peach
10 Clinton
10 Clinton
10 1
Tulare/Arms
1 Locan
0 Locan
0 1
Leonard
0 SR 180
5 SR 180
12 SR 180
12 SR 180
5 SR 180
12 SR 180
0 Fowler
8 Ashlan
0 0
0 Gettysburg
0 Lane0
Lane
0 Peach
0 Gettysburg
0 Armstrong
7 Armstrong
7 Temperance
3 Temperance
3 Clinton
7 California
0 California
0 SR 180
0 SR 180
5 SR 180
0 SR 180
0 SR 180
0 SR 180
0 SR 1800
0 SR 180
12 SR 180 0
SR 180
0 0
SR 180
0 Clovis
0 SR 180
0 SR 180
0 Clovis
0 SR 180
0 SR 180
1 SR 180
11 Clovis
0 SR 180
12 Armstrong
1 De Wolf
0 0
SR 180
5 SR 180
12 Shields
1 0
Armstrong
1 Ham
ilton
0 Armstrong
1 Armstrong
1 Ham
ilton
0 Ham
ilton
0 Armstrong
1 Ham
ilton
0 0
Shields
0 0
0 Shields
0 Armstrong
8 8
0 Shields
14 0
Shields
10 Shields
0 Temperance
1 Shields
0 Shields
0 Armstrong
8 Shields
10 Locan
0 Temperance
1 Tulare
0 Butler
0 Butler
0 0
Ashlan
0 Ashlan
0 Chestnut
0 McKinley
2 McKinley
2 McKinley
4 Fowler
10 Hamilton
0 Temperance
2 0
Fancher Cr.
0 Tulare
0 0
Fancher Cr.
0 Fancher Cr.
0 0
Fancher Cr.
0 0
Fancher Cr.
0 0
1 Kings Canyo
2 Ashlan
0 Ashlan
0 Ashlan
0 Peach
5 McKinley
4 Chest_Will
0 Chest_Will
0 Chest-Will
0 Peach
0 Peach
0 Peach
0 SR 180
0 SR 180
0 SR 180
1 5
Leonard
0 0
Kings Canyo
1 Peach
0 Tulare
0 Leonard
0 Leonard
0 Locan
0 Locan
0 Francher Cr
2 Armstrong
1 Fancher Cr.
2 0
0 Fowler
3 0
Temperance
3 Temperance
1 Temperance
3 0
SR 180
0 Temperance
3 SR 1800
SR 180
0 Temperance
1 Argyle
0 21
Clovis
0 Tulare
0 SR 180
11 SR 180
0 SR 180
0 SR 1800
SR 180
5 SR 1800
SR 180
0 SR 180
0 SR 180
0 SR 180
0 SR 180
0 SR 180
11 SR 180
11 SR 180
0 SR 180
0 SR 1800
SR 1800
SR 1800
SR 180
0 SR 180
0 SR 180
0 Fowler
3 0
SR 180
0 Fowler
0 SR 180
5 0
Fowler
0 0
SR 180
0 0
SR 1800
SR 1800
0 SR 180
5 SR 1800
1 SR 180 0
Ashlan
0 Ashlan
0 Armstrong
0 0
Kings Canyo
2 Temperance
1 SR 180
0 SR 180
1 Highland
0 Clinton
4 Armstrong
50 Dakota
0 Ashlan
1 Ashlan
0 Armstrong
49 Leonard
0 McKinley
4 Peach
10 Peach
10 Ashlan
0 Peach
0 Tulare
0 Fancher Cr.
0 Fancher Cr.
0 Fancher Cr. 0
Fancher Cr. 1Fancher Cr.
1Fancher Cr.
2 Fancher Cr.
2 Dakota
0 Sunnyside
0 Sunnyside
1 McKinley
1 McKinley
1 McKinley
1 McKinley
2 Fowler
0 McKinley
2 McKinley
6 Butler
0 Butler
0 Leonard
0 Leonard
0 Kings Canyon
0 Kings Canyon
0 Kings Canyon
0 Gettysburg
0 Ashlan
0 Highland
0 Belm
ont
0 De Wolf
0 T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX B

MCKINLEY AVENUE EXTENSION ALIGNMENT PLAN SHEETS

D
W.O. 21-054

NORTH ARMSTRONG AVENUE
EAST McKINLEY AVENUE

NORTH ARMSTRONG AVENUE
SEE SHEET 18
D
D
D
D
D
D
D
PVI STA: 18+72.37 ELEV: 343.16
LENGTH: 130.00'
STA: 18+07.37
ELEV: 342.34(L)
STA: 19+37.37
ELEV: 343.00(L)
HIGH PT. STA: 19+15.55 ELEV: 343.02
STA=18+39.87
ELEV=342.69(L)
STA=18+72.37
ELEV=342.91(L)
STA=19+04.87
ELEV=343.02(L)
A=1.51% K=86.17
PVI STA: 18+47.62 ELEV: 343.78
LENGTH: 130.00'
STA: 17+82.62
ELEV: 342.74(CL)
STA: 19+12.62
ELEV: 343.64(CL)
HIGH PT. STA: 18+96.87 ELEV: 343.65
STA:18+15.12
ELEV:343.18(CL)
STA:18+47.62
ELEV:343.48(CL)
STA:18+80.12
ELEV:343.63(CL)
A=1.83% K=71.21
PVI STA: 18+47.62 ELEV: 343.12
LENGTH: 130.00'
STA: 17+82.62
ELEV: 342.10(R)
STA: 19+12.62
ELEV: 342.96(R)
HIGH PT. STA: 18+94.69 ELEV: 342.98
STA=18+15.12
ELEV=342.54(R)
STA=18+47.62
ELEV=342.82(R)
STA=18+80.12
ELEV=342.96(R)
A=1.82% K=71.58
PVI STA: 17+15.12 ELEV: 341.04
LENGTH: 135.00'
STA: 16+47.62
ELEV: 340.88(R)
STA: 17+82.62
ELEV: 342.10(R)
STA=16+81.37
ELEV=341.02(R)
STA=17+15.12
ELEV=341.27(R)
STA=17+48.87
ELEV=341.63(R)
A=1.32% K=102.62
PVI STA: 17+15.12 ELEV: 341.65
LENGTH: 135.00'
STA: 16+47.62
ELEV: 341.48(CL)
STA: 17+82.62
ELEV: 342.74(CL)
STA:16+81.37
ELEV:341.62(CL)
STA:17+15.12
ELEV:341.88(CL)
STA:17+48.87
ELEV:342.25(CL)
A=1.34% K=100.81
EAST McKINLEY AVENUE
W.O. 21-054
NORTH McKELVEY AVENUE

SEE SHEET
12 FID'S MILL NO.36
FID's
MILL
No. 36
FUTURE T6360

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX C

TRAFFIC COUNT AND SIGNAL TIMING SHEETS

File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 105 0 108 0 0 1 1 0 72 1 73 0 0 0 0 182
07:15 AM 4 114 0 118 0 0 3 3 0 93 0 93 0 0 0 0 214
07:30 AM 4 142 0 146 0 0 5 5 0 98 3 101 0 0 0 0 252
07:45 AM 7 126 0 133 0 0 4 4 0 89 2 91 0 0 0 0 228
Total 18 487 0 505 0 0 13 13 0 352 6 358 0 0 0 0 876
08:00 AM 7 154 0 161 0 0 7 7 0 91 0 91 0 0 0 0 259
08:15 AM 25 118 0 143 2 0 14 16 0 106 0 106 0 0 0 0 265 08:30 AM 26 109 0 135 0 0 7 7 0 112 1 113 0 0 0 0 255
08:45 AM 15 105 0 120 0 0 13 13 0 114 0 114 0 0 0 0 247 Total 73 486 0 559 2 0 41 43 0 423 1 424 0 0 0 0 1026
Grand Total 91 973 0 1064 2 0 54 56 0 775 7 782 0 0 0 0 1902 Apprch % 8.6 91.4 0 3.6 0 96.4 0 99.1 0.9 0 0 0
Total % 4.8 51.2 0 55.9 0.1 0 2.8 2.9 0 40.7 0.4 41.1 0 0 0 0 Passenger Vehicles 90 955 0 1045 0 0 54 54 0 732 6 738 0 0 0 0 1837 % Passenger Vehicles 98.9 98.2 0 98.2 0 0 100 96.4 0 94.5 85.7 94.4 0 0 0 0 96.6 Large 2 Axle Vehicles 1 13 0 14 0 0 0 0 0 29 1 30 0 0 0 0 44 % Large 2 Axle Vehicles

1.1 1.3 0 1.3 0 0 0 0 0 3.7 14.3 3.8 0 0 0 0 2.3
3 Axle Vehicles 0 3 0 3 0 0 0 0 0 9 0 9 0 0 0 0 12
% 3 Axle Vehicles 0 0.3 0 0.3 0 0 0 0 0 1.2 0 1.2 0 0 0 0 0.6 4+ Axle Trucks 0 2 0 2 2 0 0 2 0 5 0 5 0 0 0 0 9
% 4+ Axle Trucks 0 0.2 0 0.2 100 0 0 3.6 0 0.6 0 0.6 0 0 0 0 0.5 Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 7 154 0 161 0 0 7 7 0 91 0 91 0 0 0 0 259
08:15 AM 25 118 0 143 2 0 14 16 0 106 0 106 0 0 0 0 265 08:30 AM 26 109 0 135 0 0 7 7 0 112 1 113 0 0 0 0 255
08:45 AM 15 105 0 120 0 0 13 13 0 114 0 114 0 0 0 0 247 Total Volume 73 486 0 559 2 0 41 43 0 423 1 424 0 0 0 0 1026 % App. Total 13.1 86.9 0 4.7 0 95.3 0 99.8 0.2 0 0 0 PHF .702 .789 .000 .868 .250 .000 .732 .672 .000 .928 .250 .930 .000 .000 .000 .000 .968 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
486
Left
73 InOut Total
464 559 1023
Right
41 Thru
0 Left
2 OutTotal In
74 43 117
Left
0 Thru
423
Right
1 Out TotalIn
488 424 912
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 08:00 AM 07:00 AM
+0 mins. 4 142 0 146 0 0 7 7 0 91 0 91 0 0 0 0
+15 mins. 7 126 0 133 2 0 14 16 0 106 0 106 0 0 0 0
+30 mins. 7 154 0 161 0 0 7 7 0 112 1 113 0 0 0 0
+45 mins. 25 118 0 143 0 0 13 13 0 114 0 114 0 0 0 0
Total Volume 43 540 0 583 2 0 41 43 0 423 1 424 0 0 0 0 % App. Total 7.4 92.6 0 4.7 0 95.3 0 99.8 0.2 0 0 0
PHF .430 .877 .000 .905 .250 .000 .732 .672 .000 .928 .250 .930 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 103 0 106 0 0 1 1 0 65 1 66 0 0 0 0 173
07:15 AM 4 113 0 117 0 0 3 3 0 83 0 83 0 0 0 0 203
07:30 AM 4 139 0 143 0 0 5 5 0 94 3 97 0 0 0 0 245
07:45 AM 7 120 0 127 0 0 4 4 0 84 1 85 0 0 0 0 216
Total 18 475 0 493 0 0 13 13 0 326 5 331 0 0 0 0 837
08:00 AM 7 153 0 160 0 0 7 7 0 88 0 88 0 0 0 0 255
08:15 AM 24 116 0 140 0 0 14 14 0 104 0 104 0 0 0 0 258 08:30 AM 26 108 0 134 0 0 7 7 0 103 1 104 0 0 0 0 245
08:45 AM 15 103 0 118 0 0 13 13 0 111 0 111 0 0 0 0 242 Total 72 480 0 552 0 0 41 41 0 406 1 407 0 0 0 0 1000
Grand Total 90 955 0 1045 0 0 54 54 0 732 6 738 0 0 0 0 1837 Apprch % 8.6 91.4 0 0 0 100 0 99.2 0.8 0 0 0
Total % 4.9 52 0 56.9 0 0 2.9 2.9 0 39.8 0.3 40.2 0 0 0 0 Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 7 153 0 160 0 0 7 7 0 88 0 88 0 0 0 0 255
08:15 AM 24 116 0 140 0 0 14 14 0 104 0 104 0 0 0 0 258 08:30 AM 26 108 0 134 0 0 7 7 0 103 1 104 0 0 0 0 245
08:45 AM 15 103 0 118 0 0 13 13 0 111 0 111 0 0 0 0 242 Total Volume 72 480 0 552 0 0 41 41 0 406 1 407 0 0 0 0 1000 % App. Total 13 87 0 0 0 100 0 99.8 0.2 0 0 0
PHF .692 .784 .000 .863 .000 .000 .732 .732 .000 .914 .250 .917 .000 .000 .000 .000 .969 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
480
Left
72 InOut Total
447 552 999
Right
41 Thru
0 Left
0 OutTotal In
73 41 114
Left
0 Thru
406
Right
1 Out TotalIn
480 407 887
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 7 153 0 160 0 0 7 7 0 88 0 88 0 0 0 0
+15 mins. 24 116 0 140 0 0 14 14 0 104 0 104 0 0 0 0
+30 mins. 26 108 0 134 0 0 7 7 0 103 1 104 0 0 0 0
+45 mins. 15 103 0 118 0 0 13 13 0 111 0 111 0 0 0 0
Total Volume 72 480 0 552 0 0 41 41 0 406 1 407 0 0 0 0 % App. Total 13 87 0 0 0 100 0 99.8 0.2 0 0 0
PHF .692 .784 .000 .863 .000 .000 .732 .732 .000 .914 .250 .917 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 6
07:15 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
07:30 AM 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5
07:45 AM 0 4 0 4 0 0 0 0 0 3 1 4 0 0 0 0 8
Total 0 8 0 8 0 0 0 0 0 16 1 17 0 0 0 0 25
08:00 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
08:15 AM 1 2 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
08:30 AM 0 0 0 0 0 0 0 0 0 8 0 8 0 0 0 0 8
08:45 AM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total 1 5 0 6 0 0 0 0 0 13 0 13 0 0 0 0 19
Grand Total 1 13 0 14 0 0 0 0 0 29 1 30 0 0 0 0 44
Apprch % 7.1 92.9 0 0 0 0 0 96.7 3.3 0 0 0
Total % 2.3 29.5 0 31.8 0 0 0 0 0 65.9 2.3 68.2 0 0 0 0 Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
08:15 AM 1 2 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
08:30 AM 0 0 0 0 0 0 0 0 0 8 0 8 0 0 0 0 8
08:45 AM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total Volume 1 5 0 6 0 0 0 0 0 13 0 13 0 0 0 0 19
% App. Total 16.7 83.3 0 0 0 0 0 100 0 0 0 0
PHF .250 .625 .000 .500 .000 .000 .000 .000 .000 .406 .000 .406 .000 .000 .000 .000 .594 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
5 Left
1 InOut Total
13 6 19
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
0 Thru
13 Right
0 Out TotalIn
5 13 18
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
+15 mins. 1 2 0 3 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 8 0 8 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 1 5 0 6 0 0 0 0 0 13 0 13 0 0 0 0
% App. Total 16.7 83.3 0 0 0 0 0 100 0 0 0 0
PHF .250 .625 .000 .500 .000 .000 .000 .000 .000 .406 .000 .406 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
07:15 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
07:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 7 0 7 0 0 0 0 10
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 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 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Grand Total 0 3 0 3 0 0 0 0 0 9 0 9 0 0 0 0 12
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 25 0 25 0 0 0 0 0 75 0 75 0 0 0 0
Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 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 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
0 Left
0 InOut Total
2 0 2
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
2 Right
0 Out TotalIn
0 2 2
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+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 1 0 1 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 2 0 2 0 0 0 0
% 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
08:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 1 0 1 2 0 0 2 0 2 0 2 0 0 0 0 5
Grand Total 0 2 0 2 2 0 0 2 0 5 0 5 0 0 0 0 9
Apprch % 0 100 0 100 0 0 0 100 0 0 0 0
Total % 0 22.2 0 22.2 22.2 0 0 22.2 0 55.6 0 55.6 0 0 0 0 Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
08:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 1 0 1 2 0 0 2 0 2 0 2 0 0 0 0 5
% App. Total 0 100 0 100 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
1 Left
0 InOut Total
2 1 3
Right
0 Thru
0 Left
2 OutTotal In
0 2 2
Left
0 Thru
2 Right
0 Out TotalIn
3 2 5
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 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 2 0 0 2 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 0 1 2 0 0 2 0 2 0 2 0 0 0 0
% App. Total 0 100 0 100 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 4 116 0 120 0 0 5 5 0 121 2 123 0 0 0 0 248
04:15 PM 18 117 0 135 0 0 5 5 0 112 1 113 0 0 0 0 253
04:30 PM 21 106 0 127 0 0 8 8 0 133 1 134 0 0 0 0 269
04:45 PM 28 105 0 133 0 0 4 4 0 132 0 132 0 0 0 0 269
Total 71 444 0 515 0 0 22 22 0 498 4 502 0 0 0 0 1039
05:00 PM 29 112 0 141 0 0 10 10 0 144 0 144 0 0 0 0 295 05:15 PM 16 99 0 115 0 0 12 12 0 158 0 158 0 0 0 0 285
05:30 PM 11 124 0 135 1 0 12 13 0 143 1 144 0 0 0 0 292 05:45 PM 5 113 0 118 2 0 11 13 0 154 0 154 0 0 0 0 285
Total 61 448 0 509 3 0 45 48 0 599 1 600 0 0 0 0 1157
Grand Total 132 892 0 1024 3 0 67 70 0 1097 5 1102 0 0 0 0 2196 Apprch % 12.9 87.1 0 4.3 0 95.7 0 99.5 0.5 0 0 0
Total % 6 40.6 0 46.6 0.1 0 3.1 3.2 0 50 0.2 50.2 0 0 0 0 Passenger Vehicles 132 850 0 982 2 0 64 66 0 1071 5 1076 0 0 0 0 2124 % Passenger Vehicles 100 95.3 0 95.9 66.7 0 95.5 94.3 0 97.6 100 97.6 0 0 0 0 96.7 Large 2 Axle Vehicles 0 23 0 23 1 0 3 4 0 15 0 15 0 0 0 0 42 % Large 2 Axle Vehicles
0 2.6 0 2.2 33.3 0 4.5 5.7 0 1.4 0 1.4 0 0 0 0 1.9
3 Axle Vehicles 0 8 0 8 0 0 0 0 0 2 0 2 0 0 0 0 10
% 3 Axle Vehicles 0 0.9 0 0.8 0 0 0 0 0 0.2 0 0.2 0 0 0 0 0.5 4+ Axle Trucks 0 11 0 11 0 0 0 0 0 9 0 9 0 0 0 0 20
% 4+ Axle Trucks 0 1.2 0 1.1 0 0 0 0 0 0.8 0 0.8 0 0 0 0 0.9 Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 29 112 0 141 0 0 10 10 0 144 0 144 0 0 0 0 295 05:15 PM 16 99 0 115 0 0 12 12 0 158 0 158 0 0 0 0 285
05:30 PM 11 124 0 135 1 0 12 13 0 143 1 144 0 0 0 0 292 05:45 PM 5 113 0 118 2 0 11 13 0 154 0 154 0 0 0 0 285
Total Volume 61 448 0 509 3 0 45 48 0 599 1 600 0 0 0 0 1157 % App. Total 12 88 0 6.2 0 93.8 0 99.8 0.2 0 0 0
PHF .526 .903 .000 .902 .375 .000 .938 .923 .000 .948 .250 .949 .000 .000 .000 .000 .981 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
448
Left
61 InOut Total
644 509 1153
Right
45 Thru
0 Left
3 OutTotal In
62 48 110
Left
0 Thru
599
Right
1 Out TotalIn
451 600 1051
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 05:00 PM 04:00 PM
+0 mins. 18 117 0 135 0 0 10 10 0 144 0 144 0 0 0 0
+15 mins. 21 106 0 127 0 0 12 12 0 158 0 158 0 0 0 0
+30 mins. 28 105 0 133 1 0 12 13 0 143 1 144 0 0 0 0
+45 mins. 29 112 0 141 2 0 11 13 0 154 0 154 0 0 0 0
Total Volume 96 440 0 536 3 0 45 48 0 599 1 600 0 0 0 0 % App. Total 17.9 82.1 0 6.2 0 93.8 0 99.8 0.2 0 0 0 PHF .828 .940 .000 .950 .375 .000 .938 .923 .000 .948 .250 .949 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 4 105 0 109 0 0 4 4 0 118 2 120 0 0 0 0 233
04:15 PM 18 113 0 131 0 0 5 5 0 107 1 108 0 0 0 0 244
04:30 PM 21 101 0 122 0 0 8 8 0 131 1 132 0 0 0 0 262
04:45 PM 28 99 0 127 0 0 4 4 0 127 0 127 0 0 0 0 258
Total 71 418 0 489 0 0 21 21 0 483 4 487 0 0 0 0 997
05:00 PM 29 107 0 136 0 0 9 9 0 141 0 141 0 0 0 0 286
05:15 PM 16 96 0 112 0 0 12 12 0 157 0 157 0 0 0 0 281
05:30 PM 11 120 0 131 1 0 11 12 0 137 1 138 0 0 0 0 281 05:45 PM 5 109 0 114 1 0 11 12 0 153 0 153 0 0 0 0 279
Total 61 432 0 493 2 0 43 45 0 588 1 589 0 0 0 0 1127
Grand Total 132 850 0 982 2 0 64 66 0 1071 5 1076 0 0 0 0 2124 Apprch % 13.4 86.6 0 3 0 97 0 99.5 0.5 0 0 0
Total % 6.2 40 0 46.2 0.1 0 3 3.1 0 50.4 0.2 50.7 0 0 0 0 Fowler Avenue
Southbound
Floradora Avenue
Westbound
Fowler Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 29 107 0 136 0 0 9 9 0 141 0 141 0 0 0 0 286
05:15 PM 16 96 0 112 0 0 12 12 0 157 0 157 0 0 0 0 281
05:30 PM 11 120 0 131 1 0 11 12 0 137 1 138 0 0 0 0 281 05:45 PM 5 109 0 114 1 0 11 12 0 153 0 153 0 0 0 0 279
Total Volume 61 432 0 493 2 0 43 45 0 588 1 589 0 0 0 0 1127 % App. Total 12.4 87.6 0 4.4 0 95.6 0 99.8 0.2 0 0 0 PHF .526 .900 .000 .906 .500 .000 .896 .938 .000 .936 .250 .938 .000 .000 .000 .000 .985 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
432
Left
61 InOut Total
631 493 1124
Right
43 Thru
0 Left
2 OutTotal In
62 45 107
Left
0 Thru
588
Right
1 Out TotalIn
434 589 1023
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Peak Hour Data
North
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. 29 107 0 136 0 0 9 9 0 141 0 141 0 0 0 0
+15 mins. 16 96 0 112 0 0 12 12 0 157 0 157 0 0 0 0
+30 mins. 11 120 0 131 1 0 11 12 0 137 1 138 0 0 0 0
+45 mins. 5 109 0 114 1 0 11 12 0 153 0 153 0 0 0 0
Total Volume 61 432 0 493 2 0 43 45 0 588 1 589 0 0 0 0 % App. Total 12.4 87.6 0 4.4 0 95.6 0 99.8 0.2 0 0 0 PHF .526 .900 .000 .906 .500 .000 .896 .938 .000 .936 .250 .938 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
4 Left
0 InOut Total
7 4 11
Right
2 Thru
0 Left
1 OutTotal In
0 3 3
Left
0 Thru
5 Right
0 Out TotalIn
5 5 10
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
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 2 0 2 0 0 1 1 0 1 0 1 0 0 0 0
+15 mins. 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 1 1 0 3 0 3 0 0 0 0
+45 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0
Total Volume 0 4 0 4 1 0 2 3 0 5 0 5 0 0 0 0
% App. Total 0 100 0 33.3 0 66.7 0 100 0 0 0 0
PHF .000 .500 .000 .500 .250 .000 .500 .750 .000 .417 .000 .417 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
7 Left
0 InOut Total
1 7 8
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
1 Right
0 Out TotalIn
7 1 8
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

3 Axle Vehicles
Peak Hour Data
North
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 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 4 0 4 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 7 0 7 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .438 .000 .438 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_FSO_Fow_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Floradora Avenue
Weather: Clear
Fowler Avenue
Floradora Avenue
Floradora Avenue
Fowler Avenue
Right
0 Thru
5 Left
0 InOut Total
5 5 10
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
5 Right
0 Out TotalIn
5 5 10
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

4+ Axle Trucks
Peak Hour Data
North
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 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 3 0 3 0 0 0 0
+45 mins. 0 4 0 4 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .313 .000 .313 .000 .000 .000 .000 .000 .417 .000 .417 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 101 1 103 38 3 2 43 9 69 16 94 2 5 1 8 248
07:15 AM 4 98 1 103 54 9 1 64 8 84 39 131 7 6 1 14 312
07:30 AM 1 133 3 137 73 16 6 95 6 94 32 132 6 3 6 15 379 07:45 AM 1 131 5 137 72 11 17 100 5 79 19 103 2 8 3 13 353 Total 7 463 10 480 237 39 26 302 28 326 106 460 17 22 11 50 1292 08:00 AM 0 127 3 130 84 11 10 105 6 78 18 102 2 11 3 16 353 08:15 AM 1 118 1 120 100 22 11 133 7 81 19 107 10 13 6 29 389 08:30 AM 0 108 3 111 107 50 11 168 7 91 15 113 11 19 11 41 433 08:45 AM 2 111 4 117 95 32 8 135 7 90 20 117 15 16 3 34 403 Total 3 464 11 478 386 115 40 541 27 340 72 439 38 59 23 120 1578 Grand Total 10 927 21 958 623 154 66 843 55 666 178 899 55 81 34 170 2870 Apprch % 1 96.8 2.2 73.9 18.3 7.8 6.1 74.1 19.8 32.4 47.6 20 Total % 0.3 32.3 0.7 33.4 21.7 5.4 2.3 29.4 1.9 23.2 6.2 31.3 1.9 2.8 1.2 5.9 Passenger Vehicles 10 906 21 937 616 152 64 832 52 642 174 868 51 79 33 163 2800 % Passenger Vehicles 100 97.7 100 97.8 98.9 98.7 97 98.7 94.5 96.4 97.8 96.6 92.7 97.5 97.1 95.9 97.6 Large 2 Axle Vehicles 0 13 0 13 2 2 1 5 2 14 3 19 3 1 1 5 42 % Large 2 Axle Vehicles
0 1.4 0 1.4 0.3 1.3 1.5 0.6 3.6 2.1 1.7 2.1 5.5 1.2 2.9 2.9 1.5 3 Axle Vehicles 0 4 0 4 4 0 1 5 0 6 0 6 1 0 0 1 16
% 3 Axle Vehicles 0 0.4 0 0.4 0.6 0 1.5 0.6 0 0.9 0 0.7 1.8 0 0 0.6 0.6 4+ Axle Trucks 0 4 0 4 1 0 0 1 1 4 1 6 0 1 0 1 12
% 4+ Axle Trucks 0 0.4 0 0.4 0.2 0 0 0.1 1.8 0.6 0.6 0.7 0 1.2 0 0.6 0.4 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 127 3 130 84 11 10 105 6 78 18 102 2 11 3 16 353 08:15 AM 1 118 1 120 100 22 11 133 7 81 19 107 10 13 6 29 389 08:30 AM 0 108 3 111 107 50 11 168 7 91 15 113 11 19 11 41 433 08:45 AM 2 111 4 117 95 32 8 135 7 90 20 117 15 16 3 34 403 Total Volume 3 464 11 478 386 115 40 541 27 340 72 439 38 59 23 120 1578 % App. Total 0.6 97.1 2.3 71.3 21.3 7.4 6.2 77.4 16.4 31.7 49.2 19.2 PHF .375 .913 .688 .919 .902 .575 .909 .805 .964 .934 .900 .938 .633 .776 .523 .732 .911 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
11 Thru
464
Left
3 InOut Total
418 478 896
Right
40 Thru
115
Left
386
OutTotal In
134 541 675
Left
27 Thru
340
Right
72 Out TotalIn
873 439 1312
Left
38 Thru
59 Right
23 TotalOut In
153 120 273
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 07:15 AM 08:00 AM
+0 mins. 1 133 3 137 84 11 10 105 8 84 39 131 2 11 3 16 +15 mins. 1 131 5 137 100 22 11 133 6 94 32 132 10 13 6 29 +30 mins. 0 127 3 130 107 50 11 168 5 79 19 103 11 19 11 41 +45 mins. 1 118 1 120 95 32 8 135 6 78 18 102 15 16 3 34 Total Volume 3 509 12 524 386 115 40 541 25 335 108 468 38 59 23 120 % App. Total 0.6 97.1 2.3 71.3 21.3 7.4 5.3 71.6 23.1 31.7 49.2 19.2 PHF .750 .957 .600 .956 .902 .575 .909 .805 .781 .891 .692 .886 .633 .776 .523 .732 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 99 1 101 36 3 2 41 9 65 16 90 1 4 1 6 238
07:15 AM 4 96 1 101 50 9 0 59 8 79 38 125 5 6 1 12 297
07:30 AM 1 130 3 134 73 16 6 95 6 92 31 129 5 3 6 14 372 07:45 AM 1 125 5 131 71 11 17 99 4 76 19 99 2 8 2 12 341 Total 7 450 10 467 230 39 25 294 27 312 104 443 13 21 10 44 1248 08:00 AM 0 126 3 129 84 10 9 103 5 75 17 97 2 11 3 16 345 08:15 AM 1 114 1 116 100 22 11 133 7 80 19 106 10 12 6 28 383 08:30 AM 0 107 3 110 107 49 11 167 6 88 15 109 11 19 11 41 427 08:45 AM 2 109 4 115 95 32 8 135 7 87 19 113 15 16 3 34 397 Total 3 456 11 470 386 113 39 538 25 330 70 425 38 58 23 119 1552 Grand Total 10 906 21 937 616 152 64 832 52 642 174 868 51 79 33 163 2800 Apprch % 1.1 96.7 2.2 74 18.3 7.7 6 74 20 31.3 48.5 20.2 Total % 0.4 32.4 0.8 33.5 22 5.4 2.3 29.7 1.9 22.9 6.2 31 1.8 2.8 1.2 5.8 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 126 3 129 84 10 9 103 5 75 17 97 2 11 3 16 345 08:15 AM 1 114 1 116 100 22 11 133 7 80 19 106 10 12 6 28 383 08:30 AM 0 107 3 110 107 49 11 167 6 88 15 109 11 19 11 41 427 08:45 AM 2 109 4 115 95 32 8 135 7 87 19 113 15 16 3 34 397 Total Volume 3 456 11 470 386 113 39 538 25 330 70 425 38 58 23 119 1552 % App. Total 0.6 97 2.3 71.7 21 7.2 5.9 77.6 16.5 31.9 48.7 19.3 PHF .375 .905 .688 .911 .902 .577 .886 .805 .893 .938 .921 .940 .633 .763 .523 .726 .909 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
11 Thru
456
Left
3 InOut Total
407 470 877
Right
39 Thru
113
Left
386
OutTotal In
131 538 669
Left
25 Thru
330
Right
70 Out TotalIn
865 425 1290
Left
38 Thru
58 Right
23 TotalOut In
149 119 268
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 126 3 129 84 10 9 103 5 75 17 97 2 11 3 16
+15 mins. 1 114 1 116 100 22 11 133 7 80 19 106 10 12 6 28 +30 mins. 0 107 3 110 107 49 11 167 6 88 15 109 11 19 11 41 +45 mins. 2 109 4 115 95 32 8 135 7 87 19 113 15 16 3 34 Total Volume 3 456 11 470 386 113 39 538 25 330 70 425 38 58 23 119 % App. Total 0.6 97 2.3 71.7 21 7.2 5.9 77.6 16.5 31.9 48.7 19.3 PHF .375 .905 .688 .911 .902 .577 .886 .805 .893 .938 .921 .940 .633 .763 .523 .726 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
0 Thru
5 Left
0 InOut Total
8 5 13
Right
1 Thru
2 Left
0 OutTotal In
2 3 5
Left
2 Thru
7 Right
2 Out TotalIn
5 11 16
Left
0 Thru
0 Right
0 TotalOut In
4 0 4
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 1 0 1 0 1 1 2 1 2 1 4 0 0 0 0
+15 mins. 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 1 2 0 3 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 2 1 3 0 0 0 0
Total Volume 0 5 0 5 0 2 1 3 2 7 2 11 0 0 0 0
% App. Total 0 100 0 0 66.7 33.3 18.2 63.6 18.2 0 0 0 PHF .000 .625 .000 .625 .000 .500 .250 .375 .500 .875 .500 .688 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 2 0 0 2 0 3 0 3 0 0 0 0 6
07:15 AM 0 1 0 1 2 0 1 3 0 1 0 1 0 0 0 0 5
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 4 0 4 4 0 1 5 0 5 0 5 1 0 0 1 15
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Grand Total 0 4 0 4 4 0 1 5 0 6 0 6 1 0 0 1 16
Apprch % 0 100 0 80 0 20 0 100 0 100 0 0
Total % 0 25 0 25 25 0 6.2 31.2 0 37.5 0 37.5 6.2 0 0 6.2 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
% App. 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
0 Thru
0 Left
0 InOut Total
1 0 1
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
1 Right
0 Out TotalIn
0 1 1
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+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
% App. 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
07:45 AM 0 1 0 1 1 0 0 1 1 0 0 1 0 0 0 0 3
Total 0 1 0 1 1 0 0 1 1 2 1 4 0 0 0 0 6
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3
08:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 3 0 3 0 0 0 0 0 2 0 2 0 1 0 1 6
Grand Total 0 4 0 4 1 0 0 1 1 4 1 6 0 1 0 1 12
Apprch % 0 100 0 100 0 0 16.7 66.7 16.7 0 100 0
Total % 0 33.3 0 33.3 8.3 0 0 8.3 8.3 33.3 8.3 50 0 8.3 0 8.3 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3
08:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 3 0 3 0 0 0 0 0 2 0 2 0 1 0 1 6
% App. Total 0 100 0 0 0 0 0 100 0 0 100 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .500 .000 .500 .000 .250 .000 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
0 Thru
3 Left
0 InOut Total
2 3 5
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
0 Thru
2 Right
0 Out TotalIn
3 2 5
Left
0 Thru
1 Right
0 TotalOut In
0 1 1
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 3 0 3 0 0 0 0 0 2 0 2 0 1 0 1
% App. Total 0 100 0 0 0 0 0 100 0 0 100 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .500 .000 .500 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 105 2 109 47 10 12 69 4 92 14 110 20 26 9 55 343 04:15 PM 2 113 4 119 44 16 12 72 2 82 21 105 20 23 10 53 349 04:30 PM 0 97 3 100 68 21 11 100 3 85 25 113 35 18 15 68 381 04:45 PM 2 105 3 110 52 23 16 91 3 87 33 123 30 22 10 62 386 Total 6 420 12 438 211 70 51 332 12 346 93 451 105 89 44 238 1459 05:00 PM 2 103 3 108 45 18 15 78 0 93 29 122 33 25 14 72 380 05:15 PM 7 104 6 117 47 9 17 73 0 102 21 123 41 24 4 69 382 05:30 PM 3 113 2 118 33 7 14 54 2 101 22 125 30 31 14 75 372 05:45 PM 6 108 3 117 34 8 13 55 3 98 26 127 42 35 14 91 390 Total 18 428 14 460 159 42 59 260 5 394 98 497 146 115 46 307 1524 Grand Total 24 848 26 898 370 112 110 592 17 740 191 948 251 204 90 545 2983 Apprch % 2.7 94.4 2.9 62.5 18.9 18.6 1.8 78.1 20.1 46.1 37.4 16.5 Total % 0.8 28.4 0.9 30.1 12.4 3.8 3.7 19.8 0.6 24.8 6.4 31.8 8.4 6.8 3 18.3 Passenger Vehicles 24 810 26 860 363 110 106 579 16 714 186 916 248 198 89 535 2890 % Passenger Vehicles 100 95.5 100 95.8 98.1 98.2 96.4 97.8 94.1 96.5 97.4 96.6 98.8 97.1 98.9 98.2 96.9 Large 2 Axle Vehicles 0 19 0 19 3 1 2 6 1 18 4 23 2 3 1 6 54 % Large 2 Axle Vehicles
0 2.2 0 2.1 0.8 0.9 1.8 1 5.9 2.4 2.1 2.4 0.8 1.5 1.1 1.1 1.8 3 Axle Vehicles 0 8 0 8 1 1 2 4 0 1 1 2 0 3 0 3 17
% 3 Axle Vehicles 0 0.9 0 0.9 0.3 0.9 1.8 0.7 0 0.1 0.5 0.2 0 1.5 0 0.6 0.6 4+ Axle Trucks 0 11 0 11 3 0 0 3 0 7 0 7 1 0 0 1 22
% 4+ Axle Trucks 0 1.3 0 1.2 0.8 0 0 0.5 0 0.9 0 0.7 0.4 0 0 0.2 0.7 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 97 3 100 68 21 11 100 3 85 25 113 35 18 15 68 381 04:45 PM 2 105 3 110 52 23 16 91 3 87 33 123 30 22 10 62 386 05:00 PM 2 103 3 108 45 18 15 78 0 93 29 122 33 25 14 72 380 05:15 PM 7 104 6 117 47 9 17 73 0 102 21 123 41 24 4 69 382 Total Volume 11 409 15 435 212 71 59 342 6 367 108 481 139 89 43 271 1529 % App. Total 2.5 94 3.4 62 20.8 17.3 1.2 76.3 22.5 51.3 32.8 15.9 PHF .393 .974 .625 .929 .779 .772 .868 .855 .500 .900 .818 .978 .848 .890 .717 .941 .990 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
15 Thru
409
Left
11 InOut Total
565 435 1000
Right
59 Thru
71 Left
212
OutTotal In
208 342 550
Left
6 Thru
367
Right
108
Out TotalIn
664 481 1145
Left
139
Thru
89 Right
43 TotalOut In
92 271 363
Peak Hour Begins at 04:30 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 05:00 PM 05:00 PM
+0 mins. 2 103 3 108 68 21 11 100 0 93 29 122 33 25 14 72 +15 mins. 7 104 6 117 52 23 16 91 0 102 21 123 41 24 4 69 +30 mins. 3 113 2 118 45 18 15 78 2 101 22 125 30 31 14 75 +45 mins. 6 108 3 117 47 9 17 73 3 98 26 127 42 35 14 91 Total Volume 18 428 14 460 212 71 59 342 5 394 98 497 146 115 46 307 % App. Total 3.9 93 3 62 20.8 17.3 1 79.3 19.7 47.6 37.5 15 PHF .643 .947 .583 .975 .779 .772 .868 .855 .417 .966 .845 .978 .869 .821 .821 .843 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 98 2 102 47 10 10 67 3 88 14 105 20 25 9 54 328 04:15 PM 2 111 4 117 43 16 11 70 2 78 20 100 18 22 10 50 337 04:30 PM 0 91 3 94 65 20 11 96 3 83 24 110 35 17 14 66 366 04:45 PM 2 99 3 104 52 23 16 91 3 83 32 118 29 22 10 61 374 Total 6 399 12 417 207 69 48 324 11 332 90 433 102 86 43 231 1405 05:00 PM 2 98 3 103 43 17 14 74 0 90 27 117 33 25 14 72 366 05:15 PM 7 102 6 115 47 9 17 73 0 100 21 121 41 23 4 68 377 05:30 PM 3 108 2 113 33 7 14 54 2 95 22 119 30 31 14 75 361 05:45 PM 6 103 3 112 33 8 13 54 3 97 26 126 42 33 14 89 381 Total 18 411 14 443 156 41 58 255 5 382 96 483 146 112 46 304 1485 Grand Total 24 810 26 860 363 110 106 579 16 714 186 916 248 198 89 535 2890 Apprch % 2.8 94.2 3 62.7 19 18.3 1.7 77.9 20.3 46.4 37 16.6 Total % 0.8 28 0.9 29.8 12.6 3.8 3.7 20 0.6 24.7 6.4 31.7 8.6 6.9 3.1 18.5 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 91 3 94 65 20 11 96 3 83 24 110 35 17 14 66 366 04:45 PM 2 99 3 104 52 23 16 91 3 83 32 118 29 22 10 61 374 05:00 PM 2 98 3 103 43 17 14 74 0 90 27 117 33 25 14 72 366 05:15 PM 7 102 6 115 47 9 17 73 0 100 21 121 41 23 4 68 377 Total Volume 11 390 15 416 207 69 58 334 6 356 104 466 138 87 42 267 1483 % App. Total 2.6 93.8 3.6 62 20.7 17.4 1.3 76.4 22.3 51.7 32.6 15.7 PHF .393 .956 .625 .904 .796 .750 .853 .870 .500 .890 .813 .963 .841 .870 .750 .927 .983 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
15 Thru
390
Left
11 InOut Total
552 416 968
Right
58 Thru
69 Left
207
OutTotal In
202 334 536
Left
6 Thru
356
Right
104
Out TotalIn
639 466 1105
Left
138
Thru
87 Right
42 TotalOut In
90 267 357
Peak Hour Begins at 04:30 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 91 3 94 65 20 11 96 3 83 24 110 35 17 14 66
+15 mins. 2 99 3 104 52 23 16 91 3 83 32 118 29 22 10 61 +30 mins. 2 98 3 103 43 17 14 74 0 90 27 117 33 25 14 72 +45 mins. 7 102 6 115 47 9 17 73 0 100 21 121 41 23 4 68 Total Volume 11 390 15 416 207 69 58 334 6 356 104 466 138 87 42 267 % App. Total 2.6 93.8 3.6 62 20.7 17.4 1.3 76.4 22.3 51.7 32.6 15.7 PHF .393 .956 .625 .904 .796 .750 .853 .870 .500 .890 .813 .963 .841 .870 .750 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
0 Thru
11 Left
0 InOut Total
8 11 19
Right
0 Thru
1 Left
2 OutTotal In
4 3 7
Left
0 Thru
8 Right
3 Out TotalIn
14 11 25
Left
0 Thru
1 Right
1 TotalOut In
1 2 3
Peak Hour Begins at 04:30 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 4 0 4 0 1 0 1 0 1 0 1 0 0 1 1
+15 mins. 0 4 0 4 0 0 0 0 0 3 1 4 0 0 0 0
+30 mins. 0 1 0 1 2 0 0 2 0 2 2 4 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 1 0 1
Total Volume 0 11 0 11 2 1 0 3 0 8 3 11 0 1 1 2
% App. Total 0 100 0 66.7 33.3 0 0 72.7 27.3 0 50 50 PHF .000 .688 .000 .688 .250 .250 .000 .375 .000 .667 .375 .688 .000 .250 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:30 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 3
04:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 1 0 1 1 0 1 2 0 1 1 2 0 2 0 2 7
05:00 PM 0 1 0 1 0 1 1 2 0 0 0 0 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2
Total 0 7 0 7 0 1 1 2 0 0 0 0 0 1 0 1 10
Grand Total 0 8 0 8 1 1 2 4 0 1 1 2 0 3 0 3 17
Apprch % 0 100 0 25 25 50 0 50 50 0 100 0
Total % 0 47.1 0 47.1 5.9 5.9 11.8 23.5 0 5.9 5.9 11.8 0 17.6 0 17.6 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 3
04:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:00 PM 0 1 0 1 0 1 1 2 0 0 0 0 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 1 1 1 3 0 1 1 2 0 1 0 1 8
% App. Total 0 100 0 33.3 33.3 33.3 0 50 50 0 100 0
PHF .000 .500 .000 .500 .250 .250 .250 .375 .000 .250 .250 .500 .000 .250 .000 .250 .667 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
0 Thru
2 Left
0 InOut Total
2 2 4
Right
1 Thru
1 Left
1 OutTotal In
2 3 5
Left
0 Thru
1 Right
1 Out TotalIn
3 2 5
Left
0 Thru
1 Right
0 TotalOut In
1 1 2
Peak Hour Begins at 04:30 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1
+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 1 1 2 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 1 1 1 3 0 1 1 2 0 1 0 1
% App. Total 0 100 0 33.3 33.3 33.3 0 50 50 0 100 0
PHF .000 .500 .000 .500 .250 .250 .250 .375 .000 .250 .250 .500 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 2 0 2 2 0 0 2 0 1 0 1 0 0 0 0 5
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
Total 0 5 0 5 2 0 0 2 0 2 0 2 1 0 0 1 10
05:00 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 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 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
05:45 PM 0 3 0 3 1 0 0 1 0 1 0 1 0 0 0 0 5
Total 0 6 0 6 1 0 0 1 0 5 0 5 0 0 0 0 12
Grand Total 0 11 0 11 3 0 0 3 0 7 0 7 1 0 0 1 22
Apprch % 0 100 0 100 0 0 0 100 0 100 0 0
Total % 0 50 0 50 13.6 0 0 13.6 0 31.8 0 31.8 4.5 0 0 4.5 Fowler Avenue
Southbound
Olive Avenue
Westbound
Fowler Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 0 2 2 0 0 2 0 1 0 1 0 0 0 0 5
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
05:00 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 6 0 6 2 0 0 2 0 2 0 2 1 0 0 1 11
% App. Total 0 100 0 100 0 0 0 100 0 100 0 0
PHF .000 .500 .000 .500 .250 .000 .000 .250 .000 .500 .000 .500 .250 .000 .000 .250 .550 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_FSO_Fow_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Olive Avenue
Weather: Clear
Fowler Avenue
Olive Avenue
Olive Avenue
Fowler Avenue
Right
0 Thru
6 Left
0 InOut Total
3 6 9
Right
0 Thru
0 Left
2 OutTotal In
0 2 2
Left
0 Thru
2 Right
0 Out TotalIn
8 2 10
Left
1 Thru
0 Right
0 TotalOut In
0 1 1
Peak Hour Begins at 04:30 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 2 0 2 2 0 0 2 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1
+30 mins. 0 3 0 3 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 6 0 6 2 0 0 2 0 2 0 2 1 0 0 1
% App. Total 0 100 0 100 0 0 0 100 0 100 0 0
PHF .000 .500 .000 .500 .250 .000 .000 .250 .000 .500 .000 .500 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 31 112 143 3 0 20 23 0 79 57 136 0 0 0 0 302 07:15 AM 0 30 127 157 6 0 17 23 0 111 92 203 0 0 0 0 383 07:30 AM 0 39 165 204 3 0 21 24 0 105 105 210 0 0 0 0 438 07:45 AM 0 47 151 198 7 0 9 16 0 89 143 232 0 0 0 0 446 Total 0 147 555 702 19 0 67 86 0 384 397 781 0 0 0 0 1569 08:00 AM 0 41 167 208 5 0 11 16 0 98 154 252 0 0 0 0 476 08:15 AM 0 49 169 218 3 0 15 18 0 96 192 288 0 0 0 0 524 08:30 AM 0 37 187 224 5 0 18 23 0 114 210 324 0 0 0 0 571 08:45 AM 0 49 153 202 4 0 18 22 0 91 188 279 0 0 0 0 503 Total 0 176 676 852 17 0 62 79 0 399 744 1143 0 0 0 0 2074 Grand Total 0 323 1231 1554 36 0 129 165 0 783 1141 1924 0 0 0 0 3643 Apprch % 0 20.8 79.2 21.8 0 78.2 0 40.7 59.3 0 0 0
Total % 0 8.9 33.8 42.7 1 0 3.5 4.5 0 21.5 31.3 52.8 0 0 0 0 Passenger Vehicles 0 312 1213 1525 34 0 127 161 0 754 1123 1877 0 0 0 0 3563 % Passenger Vehicles 0 96.6 98.5 98.1 94.4 0 98.4 97.6 0 96.3 98.4 97.6 0 0 0 0 97.8 Large 2 Axle Vehicles 0 6 10 16 1 0 1 2 0 18 14 32 0 0 0 0 50 % Large 2 Axle Vehicles
0 1.9 0.8 1 2.8 0 0.8 1.2 0 2.3 1.2 1.7 0 0 0 0 1.4
3 Axle Vehicles 0 3 5 8 1 0 0 1 0 5 1 6 0 0 0 0 15
% 3 Axle Vehicles 0 0.9 0.4 0.5 2.8 0 0 0.6 0 0.6 0.1 0.3 0 0 0 0 0.4 4+ Axle Trucks 0 2 3 5 0 0 1 1 0 6 3 9 0 0 0 0 15
% 4+ Axle Trucks 0 0.6 0.2 0.3 0 0 0.8 0.6 0 0.8 0.3 0.5 0 0 0 0 0.4 Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 41 167 208 5 0 11 16 0 98 154 252 0 0 0 0 476 08:15 AM 0 49 169 218 3 0 15 18 0 96 192 288 0 0 0 0 524 08:30 AM 0 37 187 224 5 0 18 23 0 114 210 324 0 0 0 0 571 08:45 AM 0 49 153 202 4 0 18 22 0 91 188 279 0 0 0 0 503 Total Volume 0 176 676 852 17 0 62 79 0 399 744 1143 0 0 0 0 2074 % App. Total 0 20.7 79.3 21.5 0 78.5 0 34.9 65.1 0 0 0 PHF .000 .898 .904 .951 .850 .000 .861 .859 .000 .875 .886 .882 .000 .000 .000 .000 .908 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
676
Thru
176
Left
0 InOut Total
461 852 1313
Right
62 Thru
0 Left
17 OutTotal In
744 79 823
Left
0 Thru
399
Right
744
Out TotalIn
193 1143 1336
Left
0 Thru
0 Right
0 TotalOut In
676 0 676
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 08:00 AM 07:00 AM
+0 mins. 0 41 167 208 3 0 20 23 0 98 154 252 0 0 0 0
+15 mins. 0 49 169 218 6 0 17 23 0 96 192 288 0 0 0 0
+30 mins. 0 37 187 224 3 0 21 24 0 114 210 324 0 0 0 0
+45 mins. 0 49 153 202 7 0 9 16 0 91 188 279 0 0 0 0
Total Volume 0 176 676 852 19 0 67 86 0 399 744 1143 0 0 0 0 % App. Total 0 20.7 79.3 22.1 0 77.9 0 34.9 65.1 0 0 0 PHF .000 .898 .904 .951 .679 .000 .798 .896 .000 .875 .886 .882 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 30 109 139 3 0 20 23 0 77 56 133 0 0 0 0 295 07:15 AM 0 29 123 152 4 0 16 20 0 104 92 196 0 0 0 0 368 07:30 AM 0 37 164 201 3 0 21 24 0 103 103 206 0 0 0 0 431 07:45 AM 0 44 146 190 7 0 9 16 0 84 142 226 0 0 0 0 432 Total 0 140 542 682 17 0 66 83 0 368 393 761 0 0 0 0 1526 08:00 AM 0 40 167 207 5 0 11 16 0 96 151 247 0 0 0 0 470 08:15 AM 0 48 165 213 3 0 15 18 0 92 187 279 0 0 0 0 510 08:30 AM 0 37 186 223 5 0 18 23 0 111 208 319 0 0 0 0 565 08:45 AM 0 47 153 200 4 0 17 21 0 87 184 271 0 0 0 0 492 Total 0 172 671 843 17 0 61 78 0 386 730 1116 0 0 0 0 2037 Grand Total 0 312 1213 1525 34 0 127 161 0 754 1123 1877 0 0 0 0 3563 Apprch % 0 20.5 79.5 21.1 0 78.9 0 40.2 59.8 0 0 0
Total % 0 8.8 34 42.8 1 0 3.6 4.5 0 21.2 31.5 52.7 0 0 0 0 Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 40 167 207 5 0 11 16 0 96 151 247 0 0 0 0 470 08:15 AM 0 48 165 213 3 0 15 18 0 92 187 279 0 0 0 0 510 08:30 AM 0 37 186 223 5 0 18 23 0 111 208 319 0 0 0 0 565 08:45 AM 0 47 153 200 4 0 17 21 0 87 184 271 0 0 0 0 492 Total Volume 0 172 671 843 17 0 61 78 0 386 730 1116 0 0 0 0 2037 % App. Total 0 20.4 79.6 21.8 0 78.2 0 34.6 65.4 0 0 0 PHF .000 .896 .902 .945 .850 .000 .847 .848 .000 .869 .877 .875 .000 .000 .000 .000 .901 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
671
Thru
172
Left
0 InOut Total
447 843 1290
Right
61 Thru
0 Left
17 OutTotal In
730 78 808
Left
0 Thru
386
Right
730
Out TotalIn
189 1116 1305
Left
0 Thru
0 Right
0 TotalOut In
671 0 671
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 40 167 207 5 0 11 16 0 96 151 247 0 0 0 0
+15 mins. 0 48 165 213 3 0 15 18 0 92 187 279 0 0 0 0
+30 mins. 0 37 186 223 5 0 18 23 0 111 208 319 0 0 0 0
+45 mins. 0 47 153 200 4 0 17 21 0 87 184 271 0 0 0 0
Total Volume 0 172 671 843 17 0 61 78 0 386 730 1116 0 0 0 0 % App. Total 0 20.4 79.6 21.8 0 78.2 0 34.6 65.4 0 0 0 PHF .000 .896 .902 .945 .850 .000 .847 .848 .000 .869 .877 .875 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
2 Thru
4 Left
0 InOut Total
12 6 18
Right
0 Thru
0 Left
0 OutTotal In
12 0 12
Left
0 Thru
12 Right
12 Out TotalIn
4 24 28
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 1 0 1 0 0 0 0 0 2 3 5 0 0 0 0
+15 mins. 0 1 2 3 0 0 0 0 0 4 5 9 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 4 4 8 0 0 0 0
Total Volume 0 4 2 6 0 0 0 0 0 12 12 24 0 0 0 0
% App. Total 0 66.7 33.3 0 0 0 0 50 50 0 0 0
PHF .000 .500 .250 .500 .000 .000 .000 .000 .000 .750 .600 .667 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
1 Thru
0 Left
0 InOut Total
0 1 1
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 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 0 0 0 0 0 0 0
+30 mins. 0 0 1 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 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 100 0 0 0 0 0 0 0 0 0
PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
2 Thru
0 Left
0 InOut Total
2 2 4
Right
1 Thru
0 Left
0 OutTotal In
2 1 3
Left
0 Thru
1 Right
2 Out TotalIn
0 3 3
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 2 3 0 0 0 0
+45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
Total Volume 0 0 2 2 0 0 1 1 0 1 2 3 0 0 0 0
% App. Total 0 0 100 0 0 100 0 33.3 66.7 0 0 0
PHF .000 .000 .250 .250 .000 .000 .250 .250 .000 .250 .250 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 66 96 162 4 0 8 12 0 86 76 162 0 0 0 0 336
04:15 PM 0 77 88 165 4 0 7 11 0 96 59 155 0 0 0 0 331
04:30 PM 0 68 112 180 3 0 15 18 0 109 69 178 0 0 0 0 376 04:45 PM 0 72 85 157 9 0 12 21 0 112 65 177 0 0 0 0 355 Total 0 283 381 664 20 0 42 62 0 403 269 672 0 0 0 0 1398 05:00 PM 0 86 78 164 9 0 10 19 0 112 62 174 0 0 0 0 357 05:15 PM 0 71 81 152 9 0 6 15 0 126 75 201 0 0 0 0 368
05:30 PM 0 91 68 159 4 0 8 12 0 103 108 211 0 0 0 0 382 05:45 PM 0 84 75 159 11 0 12 23 0 130 100 230 0 0 0 0 412 Total 0 332 302 634 33 0 36 69 0 471 345 816 0 0 0 0 1519 Grand Total 0 615 683 1298 53 0 78 131 0 874 614 1488 0 0 0 0 2917 Apprch % 0 47.4 52.6 40.5 0 59.5 0 58.7 41.3 0 0 0
Total % 0 21.1 23.4 44.5 1.8 0 2.7 4.5 0 30 21 51 0 0 0 0 Passenger Vehicles 0 599 651 1250 50 0 75 125 0 856 599 1455 0 0 0 0 2830 % Passenger Vehicles 0 97.4 95.3 96.3 94.3 0 96.2 95.4 0 97.9 97.6 97.8 0 0 0 0 97 Large 2 Axle Vehicles 0 9 16 25 3 0 3 6 0 9 10 19 0 0 0 0 50 % Large 2 Axle Vehicles
0 1.5 2.3 1.9 5.7 0 3.8 4.6 0 1 1.6 1.3 0 0 0 0 1.7
3 Axle Vehicles 0 2 9 11 0 0 0 0 0 2 2 4 0 0 0 0 15
% 3 Axle Vehicles 0 0.3 1.3 0.8 0 0 0 0 0 0.2 0.3 0.3 0 0 0 0 0.5 4+ Axle Trucks 0 5 7 12 0 0 0 0 0 7 3 10 0 0 0 0 22
% 4+ Axle Trucks 0 0.8 1 0.9 0 0 0 0 0 0.8 0.5 0.7 0 0 0 0 0.8 Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 86 78 164 9 0 10 19 0 112 62 174 0 0 0 0 357 05:15 PM 0 71 81 152 9 0 6 15 0 126 75 201 0 0 0 0 368
05:30 PM 0 91 68 159 4 0 8 12 0 103 108 211 0 0 0 0 382 05:45 PM 0 84 75 159 11 0 12 23 0 130 100 230 0 0 0 0 412 Total Volume 0 332 302 634 33 0 36 69 0 471 345 816 0 0 0 0 1519 % App. Total 0 52.4 47.6 47.8 0 52.2 0 57.7 42.3 0 0 0 PHF .000 .912 .932 .966 .750 .000 .750 .750 .000 .906 .799 .887 .000 .000 .000 .000 .922 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
302
Thru
332
Left
0 InOut Total
507 634 1141
Right
36 Thru
0 Left
33 OutTotal In
345 69 414
Left
0 Thru
471
Right
345
Out TotalIn
365 816 1181
Left
0 Thru
0 Right
0 TotalOut In
302 0 302
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 05:00 PM 04:00 PM
+0 mins. 0 77 88 165 3 0 15 18 0 112 62 174 0 0 0 0
+15 mins. 0 68 112 180 9 0 12 21 0 126 75 201 0 0 0 0
+30 mins. 0 72 85 157 9 0 10 19 0 103 108 211 0 0 0 0
+45 mins. 0 86 78 164 9 0 6 15 0 130 100 230 0 0 0 0
Total Volume 0 303 363 666 30 0 43 73 0 471 345 816 0 0 0 0 % App. Total 0 45.5 54.5 41.1 0 58.9 0 57.7 42.3 0 0 0 PHF .000 .881 .810 .925 .833 .000 .717 .869 .000 .906 .799 .887 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 64 90 154 4 0 8 12 0 84 76 160 0 0 0 0 326
04:15 PM 0 76 86 162 3 0 7 10 0 93 57 150 0 0 0 0 322
04:30 PM 0 65 105 170 3 0 15 18 0 106 67 173 0 0 0 0 361 04:45 PM 0 68 82 150 9 0 10 19 0 109 62 171 0 0 0 0 340 Total 0 273 363 636 19 0 40 59 0 392 262 654 0 0 0 0 1349 05:00 PM 0 84 73 157 8 0 9 17 0 111 62 173 0 0 0 0 347
05:15 PM 0 71 78 149 8 0 6 14 0 125 72 197 0 0 0 0 360
05:30 PM 0 89 65 154 4 0 8 12 0 99 106 205 0 0 0 0 371
05:45 PM 0 82 72 154 11 0 12 23 0 129 97 226 0 0 0 0 403 Total 0 326 288 614 31 0 35 66 0 464 337 801 0 0 0 0 1481 Grand Total 0 599 651 1250 50 0 75 125 0 856 599 1455 0 0 0 0 2830 Apprch % 0 47.9 52.1 40 0 60 0 58.8 41.2 0 0 0
Total % 0 21.2 23 44.2 1.8 0 2.7 4.4 0 30.2 21.2 51.4 0 0 0 0 Fowler Avenue
Southbound
SR-180 Westbound Ramps
Westbound
Fowler Avenue
Northbound
SR-180 Westbound On
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 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 84 73 157 8 0 9 17 0 111 62 173 0 0 0 0 347
05:15 PM 0 71 78 149 8 0 6 14 0 125 72 197 0 0 0 0 360
05:30 PM 0 89 65 154 4 0 8 12 0 99 106 205 0 0 0 0 371
05:45 PM 0 82 72 154 11 0 12 23 0 129 97 226 0 0 0 0 403 Total Volume 0 326 288 614 31 0 35 66 0 464 337 801 0 0 0 0 1481 % App. Total 0 53.1 46.9 47 0 53 0 57.9 42.1 0 0 0
PHF .000 .916 .923 .978 .705 .000 .729 .717 .000 .899 .795 .886 .000 .000 .000 .000 .919 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
288
Thru
326
Left
0 InOut Total
499 614 1113
Right
35 Thru
0 Left
31 OutTotal In
337 66 403
Left
0 Thru
464
Right
337
Out TotalIn
357 801 1158
Left
0 Thru
0 Right
0 TotalOut In
288 0 288
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Peak Hour Data
North
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 84 73 157 8 0 9 17 0 111 62 173 0 0 0 0
+15 mins. 0 71 78 149 8 0 6 14 0 125 72 197 0 0 0 0
+30 mins. 0 89 65 154 4 0 8 12 0 99 106 205 0 0 0 0
+45 mins. 0 82 72 154 11 0 12 23 0 129 97 226 0 0 0 0
Total Volume 0 326 288 614 31 0 35 66 0 464 337 801 0 0 0 0 % App. Total 0 53.1 46.9 47 0 53 0 57.9 42.1 0 0 0
PHF .000 .916 .923 .978 .705 .000 .729 .717 .000 .899 .795 .886 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
6 Thru
1 Left
0 InOut Total
4 7 11
Right
1 Thru
0 Left
2 OutTotal In
4 3 7
Left
0 Thru
3 Right
4 Out TotalIn
3 7 10
Left
0 Thru
0 Right
0 TotalOut In
6 0 6
Peak Hour Begins at 05:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
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 2 3 1 0 1 2 0 1 0 1 0 0 0 0
+15 mins. 0 0 3 3 1 0 0 1 0 0 3 3 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
+45 mins. 0 0 1 1 0 0 0 0 0 0 1 1 0 0 0 0
Total Volume 0 1 6 7 2 0 1 3 0 3 4 7 0 0 0 0
% App. Total 0 14.3 85.7 66.7 0 33.3 0 42.9 57.1 0 0 0 PHF .000 .250 .500 .583 .500 .000 .250 .375 .000 .375 .333 .583 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
4 Thru
2 Left
0 InOut Total
0 6 6
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
0 Thru
0 Right
1 Out TotalIn
2 1 3
Left
0 Thru
0 Right
0 TotalOut In
4 0 4
Peak Hour Begins at 05:00 PM

3 Axle Vehicles
Peak Hour Data
North
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 0 1 1 0 0 0 0 0 0 0 0 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 2 3 5 0 0 0 0 0 0 1 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 2 4 6 0 0 0 0 0 0 1 1 0 0 0 0
% App. Total 0 33.3 66.7 0 0 0 0 0 100 0 0 0
PHF .000 .250 .333 .300 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_FSO_Fow_180W PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Westbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Westbound On Ramp
SR-180 Westbound Ramps
Fowler Avenue
Right
4 Thru
3 Left
0 InOut Total
4 7 11
Right
0 Thru
0 Left
0 OutTotal In
3 0 3
Left
0 Thru
4 Right
3 Out TotalIn
3 7 10
Left
0 Thru
0 Right
0 TotalOut In
4 0 4
Peak Hour Begins at 05:00 PM

4+ Axle Trucks
Peak Hour Data
North
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 2 3 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 2 1 3 0 0 0 0
+45 mins. 0 2 2 4 0 0 0 0 0 1 2 3 0 0 0 0
Total Volume 0 3 4 7 0 0 0 0 0 4 3 7 0 0 0 0
% App. Total 0 42.9 57.1 0 0 0 0 57.1 42.9 0 0 0
PHF .000 .375 .500 .438 .000 .000 .000 .000 .000 .500 .375 .583 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 28 0 33 0 0 0 0 0 88 2 90 62 0 61 123 246
07:15 AM 10 27 0 37 0 0 0 0 0 125 2 127 73 0 39 112 276 07:30 AM 9 30 0 39 0 0 0 0 0 156 3 159 64 0 90 154 352
07:45 AM 7 47 0 54 0 0 0 0 0 185 3 188 46 0 97 143 385
Total 31 132 0 163 0 0 0 0 0 554 10 564 245 0 287 532 1259 08:00 AM 12 33 0 45 0 0 0 0 0 203 10 213 58 0 81 139 397 08:15 AM 6 42 0 48 0 0 0 0 0 255 7 262 47 0 79 126 436
08:30 AM 6 41 0 47 0 0 0 0 0 261 10 271 52 0 93 145 463 08:45 AM 5 55 0 60 0 0 0 0 0 220 7 227 57 0 86 143 430
Total 29 171 0 200 0 0 0 0 0 939 34 973 214 0 339 553 1726 Grand Total 60 303 0 363 0 0 0 0 0 1493 44 1537 459 0 626 1085 2985 Apprch % 16.5 83.5 0 0 0 0 0 97.1 2.9 42.3 0 57.7
Total % 2 10.2 0 12.2 0 0 0 0 0 50 1.5 51.5 15.4 0 21 36.3 Passenger Vehicles 59 291 0 350 0 0 0 0 0 1460 43 1503 435 0 598 1033 2886 % Passenger Vehicles 98.3 96 0 96.4 0 0 0 0 0 97.8 97.7 97.8 94.8 0 95.5 95.2 96.7 Large 2 Axle Vehicles 0 8 0 8 0 0 0 0 0 27 0 27 15 0 17 32 67 % Large 2 Axle Vehicles
0 2.6 0 2.2 0 0 0 0 0 1.8 0 1.8 3.3 0 2.7 2.9 2.2
3 Axle Vehicles 1 3 0 4 0 0 0 0 0 2 0 2 4 0 3 7 13
% 3 Axle Vehicles 1.7 1 0 1.1 0 0 0 0 0 0.1 0 0.1 0.9 0 0.5 0.6 0.4 4+ Axle Trucks 0 1 0 1 0 0 0 0 0 4 1 5 5 0 8 13 19
% 4+ Axle Trucks 0 0.3 0 0.3 0 0 0 0 0 0.3 2.3 0.3 1.1 0 1.3 1.2 0.6 Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 12 33 0 45 0 0 0 0 0 203 10 213 58 0 81 139 397 08:15 AM 6 42 0 48 0 0 0 0 0 255 7 262 47 0 79 126 436
08:30 AM 6 41 0 47 0 0 0 0 0 261 10 271 52 0 93 145 463 08:45 AM 5 55 0 60 0 0 0 0 0 220 7 227 57 0 86 143 430
Total Volume 29 171 0 200 0 0 0 0 0 939 34 973 214 0 339 553 1726 % App. Total 14.5 85.5 0 0 0 0 0 96.5 3.5 38.7 0 61.3 PHF .604 .777 .000 .833 .000 .000 .000 .000 .000 .899 .850 .898 .922 .000 .911 .953 .932 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
171
Left
29 InOut Total
1153 200 1353
Right
0 Thru
0 Left
0 OutTotal In
63 0 63
Left
0 Thru
939
Right
34 Out TotalIn
510 973 1483
Left
214
Thru
0 Right
339
TotalOut In
0 553 553
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 08:00 AM 07:30 AM
+0 mins. 12 33 0 45 0 0 0 0 0 203 10 213 64 0 90 154
+15 mins. 6 42 0 48 0 0 0 0 0 255 7 262 46 0 97 143
+30 mins. 6 41 0 47 0 0 0 0 0 261 10 271 58 0 81 139
+45 mins. 5 55 0 60 0 0 0 0 0 220 7 227 47 0 79 126
Total Volume 29 171 0 200 0 0 0 0 0 939 34 973 215 0 347 562 % App. Total 14.5 85.5 0 0 0 0 0 96.5 3.5 38.3 0 61.7 PHF .604 .777 .000 .833 .000 .000 .000 .000 .000 .899 .850 .898 .840 .000 .894 .912 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 28 0 33 0 0 0 0 0 86 2 88 59 0 60 119 240
07:15 AM 10 23 0 33 0 0 0 0 0 124 2 126 65 0 38 103 262 07:30 AM 9 28 0 37 0 0 0 0 0 154 3 157 62 0 83 145 339
07:45 AM 6 45 0 51 0 0 0 0 0 181 3 184 43 0 92 135 370
Total 30 124 0 154 0 0 0 0 0 545 10 555 229 0 273 502 1211 08:00 AM 12 32 0 44 0 0 0 0 0 199 10 209 57 0 80 137 390 08:15 AM 6 41 0 47 0 0 0 0 0 247 7 254 45 0 76 121 422
08:30 AM 6 41 0 47 0 0 0 0 0 258 9 267 50 0 89 139 453
08:45 AM 5 53 0 58 0 0 0 0 0 211 7 218 54 0 80 134 410
Total 29 167 0 196 0 0 0 0 0 915 33 948 206 0 325 531 1675 Grand Total 59 291 0 350 0 0 0 0 0 1460 43 1503 435 0 598 1033 2886 Apprch % 16.9 83.1 0 0 0 0 0 97.1 2.9 42.1 0 57.9
Total % 2 10.1 0 12.1 0 0 0 0 0 50.6 1.5 52.1 15.1 0 20.7 35.8 Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 12 32 0 44 0 0 0 0 0 199 10 209 57 0 80 137 390 08:15 AM 6 41 0 47 0 0 0 0 0 247 7 254 45 0 76 121 422
08:30 AM 6 41 0 47 0 0 0 0 0 258 9 267 50 0 89 139 453
08:45 AM 5 53 0 58 0 0 0 0 0 211 7 218 54 0 80 134 410
Total Volume 29 167 0 196 0 0 0 0 0 915 33 948 206 0 325 531 1675 % App. Total 14.8 85.2 0 0 0 0 0 96.5 3.5 38.8 0 61.2 PHF .604 .788 .000 .845 .000 .000 .000 .000 .000 .887 .825 .888 .904 .000 .913 .955 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
167
Left
29 InOut Total
1121 196 1317
Right
0 Thru
0 Left
0 OutTotal In
62 0 62
Left
0 Thru
915
Right
33 Out TotalIn
492 948 1440
Left
206
Thru
0 Right
325
TotalOut In
0 531 531
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 12 32 0 44 0 0 0 0 0 199 10 209 57 0 80 137
+15 mins. 6 41 0 47 0 0 0 0 0 247 7 254 45 0 76 121
+30 mins. 6 41 0 47 0 0 0 0 0 258 9 267 50 0 89 139
+45 mins. 5 53 0 58 0 0 0 0 0 211 7 218 54 0 80 134
Total Volume 29 167 0 196 0 0 0 0 0 915 33 948 206 0 325 531 % App. Total 14.8 85.2 0 0 0 0 0 96.5 3.5 38.8 0 61.2 PHF .604 .788 .000 .845 .000 .000 .000 .000 .000 .887 .825 .888 .904 .000 .913 .955 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
4 Left
0 InOut Total
29 4 33
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
22 Right
0 Out TotalIn
12 22 34
Left
7 Thru
0 Right
8 TotalOut In
0 15 15
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 1 0 1 0 0 0 0 0 4 0 4 1 0 1 2
+15 mins. 0 1 0 1 0 0 0 0 0 7 0 7 2 0 2 4
+30 mins. 0 0 0 0 0 0 0 0 0 2 0 2 1 0 3 4
+45 mins. 0 2 0 2 0 0 0 0 0 9 0 9 3 0 2 5
Total Volume 0 4 0 4 0 0 0 0 0 22 0 22 7 0 8 15
% App. Total 0 100 0 0 0 0 0 100 0 46.7 0 53.3
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .611 .000 .611 .583 .000 .667 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
0 Right
0 Out TotalIn
2 0 2
Left
0 Thru
0 Right
2 TotalOut In
0 2 2
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 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 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 2 2
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2
% App. Total 0 0 0 0 0 0 0 0 0 0 0 100
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
0 Left
0 InOut Total
3 0 3
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
0 Thru
2 Right
1 Out TotalIn
4 3 7
Left
1 Thru
0 Right
4 TotalOut In
0 5 5
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 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 1 1
+30 mins. 0 0 0 0 0 0 0 0 0 1 1 2 1 0 1 2
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2
Total Volume 0 0 0 0 0 0 0 0 0 2 1 3 1 0 4 5
% App. Total 0 0 0 0 0 0 0 66.7 33.3 20 0 80
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .250 .375 .250 .000 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 61 0 73 0 0 0 0 0 93 4 97 52 0 136 188 358
04:15 PM 15 59 0 74 0 0 0 0 0 87 6 93 84 0 169 253 420
04:30 PM 16 62 0 78 0 0 0 0 0 79 9 88 83 0 158 241 407
04:45 PM 14 77 0 91 0 0 0 0 0 90 5 95 91 0 133 224 410
Total 57 259 0 316 0 0 0 0 0 349 24 373 310 0 596 906 1595 05:00 PM 15 70 0 85 0 0 0 0 0 84 4 88 90 0 165 255 428
05:15 PM 17 72 0 89 0 0 0 0 0 127 5 132 76 1 176 253 474 05:30 PM 22 67 0 89 0 0 0 0 0 145 5 150 81 0 193 274 513 05:45 PM 21 76 0 97 0 0 0 0 0 157 8 165 82 0 192 274 536 Total 75 285 0 360 0 0 0 0 0 513 22 535 329 1 726 1056 1951 Grand Total 132 544 0 676 0 0 0 0 0 862 46 908 639 1 1322 1962 3546 Apprch % 19.5 80.5 0 0 0 0 0 94.9 5.1 32.6 0.1 67.4
Total % 3.7 15.3 0 19.1 0 0 0 0 0 24.3 1.3 25.6 18 0 37.3 55.3 Passenger Vehicles 132 525 0 657 0 0 0 0 0 838 46 884 630 1 1303 1934 3475 % Passenger Vehicles 100 96.5 0 97.2 0 0 0 0 0 97.2 100 97.4 98.6 100 98.6 98.6 98 Large 2 Axle Vehicles 0 11 0 11 0 0 0 0 0 16 0 16 2 0 9 11 38 % Large 2 Axle Vehicles
0 2 0 1.6 0 0 0 0 0 1.9 0 1.8 0.3 0 0.7 0.6 1.1
3 Axle Vehicles 0 4 0 4 0 0 0 0 0 3 0 3 1 0 5 6 13
% 3 Axle Vehicles 0 0.7 0 0.6 0 0 0 0 0 0.3 0 0.3 0.2 0 0.4 0.3 0.4 4+ Axle Trucks 0 4 0 4 0 0 0 0 0 5 0 5 6 0 5 11 20
% 4+ Axle Trucks 0 0.7 0 0.6 0 0 0 0 0 0.6 0 0.6 0.9 0 0.4 0.6 0.6 Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 15 70 0 85 0 0 0 0 0 84 4 88 90 0 165 255 428
05:15 PM 17 72 0 89 0 0 0 0 0 127 5 132 76 1 176 253 474 05:30 PM 22 67 0 89 0 0 0 0 0 145 5 150 81 0 193 274 513 05:45 PM 21 76 0 97 0 0 0 0 0 157 8 165 82 0 192 274 536 Total Volume 75 285 0 360 0 0 0 0 0 513 22 535 329 1 726 1056 1951 % App. Total 20.8 79.2 0 0 0 0 0 95.9 4.1 31.2 0.1 68.8 PHF .852 .938 .000 .928 .000 .000 .000 .000 .000 .817 .688 .811 .914 .250 .940 .964 .910 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
285
Left
75 InOut Total
842 360 1202
Right
0 Thru
0 Left
0 OutTotal In
98 0 98
Left
0 Thru
513
Right
22 Out TotalIn
1011 535 1546
Left
329
Thru
1 Right
726
TotalOut In
0 1056 1056
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 15 70 0 85 0 0 0 0 0 84 4 88 90 0 165 255
+15 mins. 17 72 0 89 0 0 0 0 0 127 5 132 76 1 176 253
+30 mins. 22 67 0 89 0 0 0 0 0 145 5 150 81 0 193 274
+45 mins. 21 76 0 97 0 0 0 0 0 157 8 165 82 0 192 274
Total Volume 75 285 0 360 0 0 0 0 0 513 22 535 329 1 726 1056 % App. Total 20.8 79.2 0 0 0 0 0 95.9 4.1 31.2 0.1 68.8 PHF .852 .938 .000 .928 .000 .000 .000 .000 .000 .817 .688 .811 .914 .250 .940 .964 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 59 0 71 0 0 0 0 0 92 4 96 51 0 135 186 353
04:15 PM 15 57 0 72 0 0 0 0 0 84 6 90 81 0 162 243 405
04:30 PM 16 59 0 75 0 0 0 0 0 75 9 84 83 0 155 238 397
04:45 PM 14 71 0 85 0 0 0 0 0 87 5 92 89 0 131 220 397
Total 57 246 0 303 0 0 0 0 0 338 24 362 304 0 583 887 1552 05:00 PM 15 68 0 83 0 0 0 0 0 83 4 87 90 0 163 253 423
05:15 PM 17 71 0 88 0 0 0 0 0 122 5 127 74 1 174 249 464 05:30 PM 22 66 0 88 0 0 0 0 0 141 5 146 80 0 191 271 505 05:45 PM 21 74 0 95 0 0 0 0 0 154 8 162 82 0 192 274 531 Total 75 279 0 354 0 0 0 0 0 500 22 522 326 1 720 1047 1923 Grand Total 132 525 0 657 0 0 0 0 0 838 46 884 630 1 1303 1934 3475 Apprch % 20.1 79.9 0 0 0 0 0 94.8 5.2 32.6 0.1 67.4
Total % 3.8 15.1 0 18.9 0 0 0 0 0 24.1 1.3 25.4 18.1 0 37.5 55.7 Fowler Avenue
Southbound
SR-180 Eastbound On
Ramp
Westbound
Fowler Avenue
Northbound
SR-180 Eastbound Off
Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 15 68 0 83 0 0 0 0 0 83 4 87 90 0 163 253 423
05:15 PM 17 71 0 88 0 0 0 0 0 122 5 127 74 1 174 249 464 05:30 PM 22 66 0 88 0 0 0 0 0 141 5 146 80 0 191 271 505 05:45 PM 21 74 0 95 0 0 0 0 0 154 8 162 82 0 192 274 531 Total Volume 75 279 0 354 0 0 0 0 0 500 22 522 326 1 720 1047 1923 % App. Total 21.2 78.8 0 0 0 0 0 95.8 4.2 31.1 0.1 68.8 PHF .852 .943 .000 .932 .000 .000 .000 .000 .000 .812 .688 .806 .906 .250 .938 .955 .905 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
279
Left
75 InOut Total
826 354 1180
Right
0 Thru
0 Left
0 OutTotal In
98 0 98
Left
0 Thru
500
Right
22 Out TotalIn
999 522 1521
Left
326
Thru
1 Right
720
TotalOut In
0 1047 1047
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Peak Hour Data
North
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. 15 68 0 83 0 0 0 0 0 83 4 87 90 0 163 253
+15 mins. 17 71 0 88 0 0 0 0 0 122 5 127 74 1 174 249
+30 mins. 22 66 0 88 0 0 0 0 0 141 5 146 80 0 191 271
+45 mins. 21 74 0 95 0 0 0 0 0 154 8 162 82 0 192 274
Total Volume 75 279 0 354 0 0 0 0 0 500 22 522 326 1 720 1047 % App. Total 21.2 78.8 0 0 0 0 0 95.8 4.2 31.1 0.1 68.8 PHF .852 .943 .000 .932 .000 .000 .000 .000 .000 .812 .688 .806 .906 .250 .938 .955 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
0 Left
0 InOut Total
7 0 7
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
7 Right
0 Out TotalIn
3 7 10
Left
0 Thru
0 Right
3 TotalOut In
0 3 3
Peak Hour Begins at 05:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
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 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1
+15 mins. 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1
+30 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 7 0 7 0 0 3 3
% App. Total 0 0 0 0 0 0 0 100 0 0 0 100
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .583 .000 .583 .000 .000 .750 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
4 Left
0 InOut Total
1 4 5
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
1 Right
0 Out TotalIn
5 1 6
Left
0 Thru
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 05:00 PM

3 Axle Vehicles
Peak Hour Data
North
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 1 1
+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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 4 0 4 0 0 0 0 0 1 0 1 0 0 1 1
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 1.000 .000 1.000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_FSO_Fow_180E PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: SR-180 Eastbound Ramps
Weather: Clear
Fowler Avenue
SR-180 Eastbound Off Ramp
SR-180 Eastbound On Ramp
Fowler Avenue
Right
0 Thru
2 Left
0 InOut Total
8 2 10
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
5 Right
0 Out TotalIn
4 5 9
Left
3 Thru
0 Right
2 TotalOut In
0 5 5
Peak Hour Begins at 05:00 PM

4+ Axle Trucks
Peak Hour Data
North
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 0 0 0 0 0 0 0 0 1 0 1 2 0 1 3
+30 mins. 0 0 0 0 0 0 0 0 0 2 0 2 1 0 1 2
+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 0 0 0 0 5 0 5 3 0 2 5
% App. Total 0 100 0 0 0 0 0 100 0 60 0 40
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .625 .000 .625 .375 .000 .500 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 18 63 1 82 7 7 6 20 6 69 5 80 4 17 1 22 204
07:15 AM 19 60 2 81 3 6 9 18 10 103 10 123 6 20 2 28 250 07:30 AM 22 78 3 103 9 10 13 32 7 130 10 147 8 24 3 35 317 07:45 AM 48 89 4 141 12 9 22 43 5 127 18 150 14 30 10 54 388 Total 107 290 10 407 31 32 50 113 28 429 43 500 32 91 16 139 1159 08:00 AM 31 82 4 117 9 13 21 43 13 177 14 204 14 28 3 45 409 08:15 AM 22 98 6 126 25 34 27 86 21 203 33 257 10 37 7 54 523 08:30 AM 43 87 2 132 30 37 36 103 38 215 39 292 24 44 21 89 616 08:45 AM 37 94 10 141 27 30 29 86 36 199 34 269 18 31 16 65 561 Total 133 361 22 516 91 114 113 318 108 794 120 1022 66 140 47 253 2109 Grand Total 240 651 32 923 122 146 163 431 136 1223 163 1522 98 231 63 392 3268 Apprch % 26 70.5 3.5 28.3 33.9 37.8 8.9 80.4 10.7 25 58.9 16.1 Total % 7.3 19.9 1 28.2 3.7 4.5 5 13.2 4.2 37.4 5 46.6 3 7.1 1.9 12 Passenger Vehicles 226 632 32 890 115 138 150 403 133 1213 161 1507 94 217 60 371 3171 % Passenger Vehicles 94.2 97.1 100 96.4 94.3 94.5 92 93.5 97.8 99.2 98.8 99 95.9 93.9 95.2 94.6 97 Large 2 Axle Vehicles 8 10 0 18 7 6 9 22 2 8 2 12 4 11 3 18 70 % Large 2 Axle Vehicles

3.3 1.5 0 2 5.7 4.1 5.5 5.1 1.5 0.7 1.2 0.8 4.1 4.8 4.8 4.6 2.1 3 Axle Vehicles 1 6 0 7 0 1 1 2 1 0 0 1 0 2 0 2 12
% 3 Axle Vehicles 0.4 0.9 0 0.8 0 0.7 0.6 0.5 0.7 0 0 0.1 0 0.9 0 0.5 0.4 4+ Axle Trucks 5 3 0 8 0 1 3 4 0 2 0 2 0 1 0 1 15
% 4+ Axle Trucks 2.1 0.5 0 0.9 0 0.7 1.8 0.9 0 0.2 0 0.1 0 0.4 0 0.3 0.5 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 31 82 4 117 9 13 21 43 13 177 14 204 14 28 3 45 409 08:15 AM 22 98 6 126 25 34 27 86 21 203 33 257 10 37 7 54 523 08:30 AM 43 87 2 132 30 37 36 103 38 215 39 292 24 44 21 89 616 08:45 AM 37 94 10 141 27 30 29 86 36 199 34 269 18 31 16 65 561 Total Volume 133 361 22 516 91 114 113 318 108 794 120 1022 66 140 47 253 2109 % App. Total 25.8 70 4.3 28.6 35.8 35.5 10.6 77.7 11.7 26.1 55.3 18.6 PHF .773 .921 .550 .915 .758 .770 .785 .772 .711 .923 .769 .875 .688 .795 .560 .711 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
22 Thru
361
Left
133
InOut Total
973 516 1489
Right
113
Thru
114
Left
91 OutTotal In
393 318 711
Left
108
Thru
794
Right
120
Out TotalIn
499 1022 1521
Left
66 Thru
140
Right
47 TotalOut In
244 253 497
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 48 89 4 141 9 13 21 43 13 177 14 204 14 28 3 45 +15 mins. 31 82 4 117 25 34 27 86 21 203 33 257 10 37 7 54 +30 mins. 22 98 6 126 30 37 36 103 38 215 39 292 24 44 21 89 +45 mins. 43 87 2 132 27 30 29 86 36 199 34 269 18 31 16 65 Total Volume 144 356 16 516 91 114 113 318 108 794 120 1022 66 140 47 253 % App. Total 27.9 69 3.1 28.6 35.8 35.5 10.6 77.7 11.7 26.1 55.3 18.6 PHF .750 .908 .667 .915 .758 .770 .785 .772 .711 .923 .769 .875 .688 .795 .560 .711 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 18 62 1 81 7 7 6 20 6 68 5 79 4 17 1 22 202
07:15 AM 18 57 2 77 3 6 9 18 10 103 10 123 6 20 2 28 246 07:30 AM 21 76 3 100 9 9 12 30 7 129 10 146 7 23 3 33 309 07:45 AM 43 86 4 133 9 8 20 37 5 127 18 150 12 30 9 51 371 Total 100 281 10 391 28 30 47 105 28 427 43 498 29 90 15 134 1128 08:00 AM 28 80 4 112 8 13 20 41 13 174 14 201 14 25 2 41 395 08:15 AM 22 95 6 123 24 32 25 81 21 201 32 254 9 34 7 50 508 08:30 AM 42 85 2 129 28 36 32 96 37 214 39 290 24 43 21 88 603 08:45 AM 34 91 10 135 27 27 26 80 34 197 33 264 18 25 15 58 537 Total 126 351 22 499 87 108 103 298 105 786 118 1009 65 127 45 237 2043 Grand Total 226 632 32 890 115 138 150 403 133 1213 161 1507 94 217 60 371 3171 Apprch % 25.4 71 3.6 28.5 34.2 37.2 8.8 80.5 10.7 25.3 58.5 16.2 Total % 7.1 19.9 1 28.1 3.6 4.4 4.7 12.7 4.2 38.3 5.1 47.5 3 6.8 1.9 11.7 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 28 80 4 112 8 13 20 41 13 174 14 201 14 25 2 41 395 08:15 AM 22 95 6 123 24 32 25 81 21 201 32 254 9 34 7 50 508 08:30 AM 42 85 2 129 28 36 32 96 37 214 39 290 24 43 21 88 603 08:45 AM 34 91 10 135 27 27 26 80 34 197 33 264 18 25 15 58 537 Total Volume 126 351 22 499 87 108 103 298 105 786 118 1009 65 127 45 237 2043 % App. Total 25.3 70.3 4.4 29.2 36.2 34.6 10.4 77.9 11.7 27.4 53.6 19 PHF .750 .924 .550 .924 .777 .750 .805 .776 .709 .918 .756 .870 .677 .738 .536 .673 .847 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
22 Thru
351
Left
126
InOut Total
954 499 1453
Right
103
Thru
108
Left
87 OutTotal In
371 298 669
Left
105
Thru
786
Right
118
Out TotalIn
483 1009 1492
Left
65 Thru
127
Right
45 TotalOut In
235 237 472
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 28 80 4 112 8 13 20 41 13 174 14 201 14 25 2 41 +15 mins. 22 95 6 123 24 32 25 81 21 201 32 254 9 34 7 50 +30 mins. 42 85 2 129 28 36 32 96 37 214 39 290 24 43 21 88 +45 mins. 34 91 10 135 27 27 26 80 34 197 33 264 18 25 15 58 Total Volume 126 351 22 499 87 108 103 298 105 786 118 1009 65 127 45 237 % App. Total 25.3 70.3 4.4 29.2 36.2 34.6 10.4 77.9 11.7 27.4 53.6 19 PHF .750 .924 .550 .924 .777 .750 .805 .776 .709 .918 .756 .870 .677 .738 .536 .673 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:15 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 1 1 0 2 0 1 0 1 0 0 0 0 1 0 0 1 4
07:45 AM 2 2 0 4 3 0 1 4 0 0 0 0 2 0 1 3 11
Total 4 3 0 7 3 1 1 5 0 1 0 1 3 0 1 4 17
08:00 AM 2 2 0 4 1 0 1 2 0 3 0 3 0 2 1 3 12
08:15 AM 0 3 0 3 1 2 2 5 0 2 1 3 1 3 0 4 15
08:30 AM 0 1 0 1 2 0 2 4 1 0 0 1 0 1 0 1 7
08:45 AM 2 1 0 3 0 3 3 6 1 2 1 4 0 5 1 6 19
Total 4 7 0 11 4 5 8 17 2 7 2 11 1 11 2 14 53
Grand Total 8 10 0 18 7 6 9 22 2 8 2 12 4 11 3 18 70
Apprch % 44.4 55.6 0 31.8 27.3 40.9 16.7 66.7 16.7 22.2 61.1 16.7 Total % 11.4 14.3 0 25.7 10 8.6 12.9 31.4 2.9 11.4 2.9 17.1 5.7 15.7 4.3 25.7 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 2 2 0 4 1 0 1 2 0 3 0 3 0 2 1 3 12
08:15 AM 0 3 0 3 1 2 2 5 0 2 1 3 1 3 0 4 15
08:30 AM 0 1 0 1 2 0 2 4 1 0 0 1 0 1 0 1 7
08:45 AM 2 1 0 3 0 3 3 6 1 2 1 4 0 5 1 6 19
Total Volume 4 7 0 11 4 5 8 17 2 7 2 11 1 11 2 14 53
% App. Total 36.4 63.6 0 23.5 29.4 47.1 18.2 63.6 18.2 7.1 78.6 14.3 PHF .500 .583 .000 .688 .500 .417 .667 .708 .500 .583 .500 .688 .250 .550 .500 .583 .697 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
0 Thru
7 Left
4 InOut Total
16 11 27
Right
8 Thru
5 Left
4 OutTotal In
17 17 34
Left
2 Thru
7 Right
2 Out TotalIn
13 11 24
Left
1 Thru
11 Right
2 TotalOut In
7 14 21
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 2 2 0 4 1 0 1 2 0 3 0 3 0 2 1 3
+15 mins. 0 3 0 3 1 2 2 5 0 2 1 3 1 3 0 4
+30 mins. 0 1 0 1 2 0 2 4 1 0 0 1 0 1 0 1
+45 mins. 2 1 0 3 0 3 3 6 1 2 1 4 0 5 1 6
Total Volume 4 7 0 11 4 5 8 17 2 7 2 11 1 11 2 14
% App. Total 36.4 63.6 0 23.5 29.4 47.1 18.2 63.6 18.2 7.1 78.6 14.3 PHF .500 .583 .000 .688 .500 .417 .667 .708 .500 .583 .500 .688 .250 .550 .500 .583 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 1 0 0 1 0 1 1 2 0 0 0 0 0 0 0 0 3
Total 1 4 0 5 0 1 1 2 0 0 0 0 0 0 0 0 7
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 2 0 2 0 0 0 0 1 0 0 1 0 1 0 1 4
Total 0 2 0 2 0 0 0 0 1 0 0 1 0 2 0 2 5
Grand Total 1 6 0 7 0 1 1 2 1 0 0 1 0 2 0 2 12
Apprch % 14.3 85.7 0 0 50 50 100 0 0 0 100 0
Total % 8.3 50 0 58.3 0 8.3 8.3 16.7 8.3 0 0 8.3 0 16.7 0 16.7 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 2 0 2 0 0 0 0 1 0 0 1 0 1 0 1 4
Total Volume 0 2 0 2 0 0 0 0 1 0 0 1 0 2 0 2 5
% App. Total 0 100 0 0 0 0 100 0 0 0 100 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 .000 .500 .000 .500 .313 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
0 Thru
2 Left
0 InOut Total
0 2 2
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
1 Thru
0 Right
0 Out TotalIn
2 1 3
Left
0 Thru
2 Right
0 TotalOut In
1 2 3
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+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 2 0 2 0 0 0 0 1 0 0 1 0 1 0 1
Total Volume 0 2 0 2 0 0 0 0 1 0 0 1 0 2 0 2
% App. Total 0 100 0 0 0 0 100 0 0 0 100 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 .000 .500 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 0 1 0 0 0 0 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 1 0 1 3
07:45 AM 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
Total 2 2 0 4 0 0 1 1 0 1 0 1 0 1 0 1 7
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 1 1 0 2 0 1 2 3 0 1 0 1 0 0 0 0 6
08:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 3 1 0 4 0 1 2 3 0 1 0 1 0 0 0 0 8
Grand Total 5 3 0 8 0 1 3 4 0 2 0 2 0 1 0 1 15
Apprch % 62.5 37.5 0 0 25 75 0 100 0 0 100 0
Total % 33.3 20 0 53.3 0 6.7 20 26.7 0 13.3 0 13.3 0 6.7 0 6.7 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 1 1 0 2 0 1 2 3 0 1 0 1 0 0 0 0 6
08:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 3 1 0 4 0 1 2 3 0 1 0 1 0 0 0 0 8
% App. Total 75 25 0 0 33.3 66.7 0 100 0 0 0 0
PHF .750 .250 .000 .500 .000 .250 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .333 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
0 Thru
1 Left
3 InOut Total
3 4 7
Right
2 Thru
1 Left
0 OutTotal In
3 3 6
Left
0 Thru
1 Right
0 Out TotalIn
1 1 2
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 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 1 2 3 0 1 0 1 0 0 0 0
+45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 3 1 0 4 0 1 2 3 0 1 0 1 0 0 0 0
% App. Total 75 25 0 0 33.3 66.7 0 100 0 0 0 0
PHF .750 .250 .000 .500 .000 .250 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 29 145 10 184 12 37 23 72 18 72 17 107 12 24 12 48 411 04:15 PM 30 159 5 194 18 27 27 72 12 50 6 68 12 24 13 49 383 04:30 PM 37 176 14 227 33 48 38 119 18 56 12 86 17 37 16 70 502 04:45 PM 26 139 12 177 28 32 22 82 11 49 9 69 18 28 24 70 398 Total 122 619 41 782 91 144 110 345 59 227 44 330 59 113 65 237 1694 05:00 PM 38 176 12 226 34 26 23 83 13 46 14 73 18 21 17 56 438 05:15 PM 39 166 12 217 21 22 14 57 15 84 18 117 14 29 16 59 450 05:30 PM 50 198 9 257 12 23 19 54 23 107 32 162 12 33 19 64 537 05:45 PM 44 183 16 243 10 22 14 46 16 140 22 178 8 33 19 60 527 Total 171 723 49 943 77 93 70 240 67 377 86 530 52 116 71 239 1952 Grand Total 293 1342 90 1725 168 237 180 585 126 604 130 860 111 229 136 476 3646 Apprch % 17 77.8 5.2 28.7 40.5 30.8 14.7 70.2 15.1 23.3 48.1 28.6 Total % 8 36.8 2.5 47.3 4.6 6.5 4.9 16 3.5 16.6 3.6 23.6 3 6.3 3.7 13.1 Passenger Vehicles 282 1318 87 1687 157 230 174 561 122 587 125 834 107 219 134 460 3542 % Passenger Vehicles 96.2 98.2 96.7 97.8 93.5 97 96.7 95.9 96.8 97.2 96.2 97 96.4 95.6 98.5 96.6 97.1 Large 2 Axle Vehicles 6 16 3 25 11 5 3 19 4 12 4 20 3 10 2 15 79 % Large 2 Axle Vehicles
2 1.2 3.3 1.4 6.5 2.1 1.7 3.2 3.2 2 3.1 2.3 2.7 4.4 1.5 3.2 2.2 3 Axle Vehicles 4 4 0 8 0 1 0 1 0 3 1 4 0 0 0 0 13
% 3 Axle Vehicles 1.4 0.3 0 0.5 0 0.4 0 0.2 0 0.5 0.8 0.5 0 0 0 0 0.4 4+ Axle Trucks 1 4 0 5 0 1 3 4 0 2 0 2 1 0 0 1 12
% 4+ Axle Trucks 0.3 0.3 0 0.3 0 0.4 1.7 0.7 0 0.3 0 0.2 0.9 0 0 0.2 0.3 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 38 176 12 226 34 26 23 83 13 46 14 73 18 21 17 56 438 05:15 PM 39 166 12 217 21 22 14 57 15 84 18 117 14 29 16 59 450 05:30 PM 50 198 9 257 12 23 19 54 23 107 32 162 12 33 19 64 537 05:45 PM 44 183 16 243 10 22 14 46 16 140 22 178 8 33 19 60 527 Total Volume 171 723 49 943 77 93 70 240 67 377 86 530 52 116 71 239 1952 % App. Total 18.1 76.7 5.2 32.1 38.8 29.2 12.6 71.1 16.2 21.8 48.5 29.7 PHF .855 .913 .766 .917 .566 .894 .761 .723 .728 .673 .672 .744 .722 .879 .934 .934 .909 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
49 Thru
723
Left
171
InOut Total
499 943 1442
Right
70 Thru
93 Left
77 OutTotal In
373 240 613
Left
67 Thru
377
Right
86 Out TotalIn
871 530 1401
Left
52 Thru
116
Right
71 TotalOut In
209 239 448
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 05:00 PM 04:30 PM
+0 mins. 38 176 12 226 18 27 27 72 13 46 14 73 17 37 16 70 +15 mins. 39 166 12 217 33 48 38 119 15 84 18 117 18 28 24 70 +30 mins. 50 198 9 257 28 32 22 82 23 107 32 162 18 21 17 56 +45 mins. 44 183 16 243 34 26 23 83 16 140 22 178 14 29 16 59 Total Volume 171 723 49 943 113 133 110 356 67 377 86 530 67 115 73 255 % App. Total 18.1 76.7 5.2 31.7 37.4 30.9 12.6 71.1 16.2 26.3 45.1 28.6 PHF .855 .913 .766 .917 .831 .693 .724 .748 .728 .673 .672 .744 .931 .777 .760 .911 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 28 142 10 180 10 36 22 68 17 71 14 102 12 22 12 46 396 04:15 PM 28 154 5 187 17 26 26 69 12 47 6 65 12 23 13 48 369 04:30 PM 35 172 12 219 31 45 38 114 17 53 12 82 15 36 15 66 481 04:45 PM 25 134 12 171 24 31 20 75 10 48 8 66 17 26 23 66 378 Total 116 602 39 757 82 138 106 326 56 219 40 315 56 107 63 226 1624 05:00 PM 37 173 12 222 33 26 23 82 12 45 14 71 18 20 17 55 430 05:15 PM 38 166 11 215 20 21 14 55 15 81 18 114 14 27 16 57 441 05:30 PM 47 194 9 250 12 23 18 53 23 104 31 158 11 33 19 63 524 05:45 PM 44 183 16 243 10 22 13 45 16 138 22 176 8 32 19 59 523 Total 166 716 48 930 75 92 68 235 66 368 85 519 51 112 71 234 1918 Grand Total 282 1318 87 1687 157 230 174 561 122 587 125 834 107 219 134 460 3542 Apprch % 16.7 78.1 5.2 28 41 31 14.6 70.4 15 23.3 47.6 29.1 Total % 8 37.2 2.5 47.6 4.4 6.5 4.9 15.8 3.4 16.6 3.5 23.5 3 6.2 3.8 13 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 37 173 12 222 33 26 23 82 12 45 14 71 18 20 17 55 430 05:15 PM 38 166 11 215 20 21 14 55 15 81 18 114 14 27 16 57 441 05:30 PM 47 194 9 250 12 23 18 53 23 104 31 158 11 33 19 63 524 05:45 PM 44 183 16 243 10 22 13 45 16 138 22 176 8 32 19 59 523 Total Volume 166 716 48 930 75 92 68 235 66 368 85 519 51 112 71 234 1918 % App. Total 17.8 77 5.2 31.9 39.1 28.9 12.7 70.9 16.4 21.8 47.9 30.3 PHF .883 .923 .750 .930 .568 .885 .739 .716 .717 .667 .685 .737 .708 .848 .934 .929 .915 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
48 Thru
716
Left
166
InOut Total
487 930 1417
Right
68 Thru
92 Left
75 OutTotal In
363 235 598
Left
66 Thru
368
Right
85 Out TotalIn
862 519 1381
Left
51 Thru
112
Right
71 TotalOut In
206 234 440
Peak Hour Begins at 05:00 PM

Passenger Vehicles
Peak Hour Data
North
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. 37 173 12 222 33 26 23 82 12 45 14 71 18 20 17 55 +15 mins. 38 166 11 215 20 21 14 55 15 81 18 114 14 27 16 57 +30 mins. 47 194 9 250 12 23 18 53 23 104 31 158 11 33 19 63 +45 mins. 44 183 16 243 10 22 13 45 16 138 22 176 8 32 19 59 Total Volume 166 716 48 930 75 92 68 235 66 368 85 519 51 112 71 234 % App. Total 17.8 77 5.2 31.9 39.1 28.9 12.7 70.9 16.4 21.8 47.9 30.3 PHF .883 .923 .750 .930 .568 .885 .739 .716 .717 .667 .685 .737 .708 .848 .934 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
1 Thru
4 Left
4 InOut Total
7 9 16
Right
1 Thru
1 Left
2 OutTotal In
8 4 12
Left
1 Thru
6 Right
0 Out TotalIn
6 7 13
Left
0 Thru
4 Right
0 TotalOut In
3 4 7
Peak Hour Begins at 05:00 PM

Large 2 Axle Vehicles
Peak Hour Data
North
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. 1 3 0 4 1 0 0 1 1 1 0 2 0 1 0 1
+15 mins. 1 0 1 2 1 1 0 2 0 3 0 3 0 2 0 2
+30 mins. 2 1 0 3 0 0 0 0 0 2 0 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1
Total Volume 4 4 1 9 2 1 1 4 1 6 0 7 0 4 0 4
% App. Total 44.4 44.4 11.1 50 25 25 14.3 85.7 0 0 100 0 PHF .500 .333 .250 .563 .500 .250 .250 .500 .250 .500 .000 .583 .000 .500 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
0 Thru
2 Left
1 InOut Total
1 3 4
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
0 Thru
1 Right
1 Out TotalIn
2 2 4
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

3 Axle Vehicles
Peak Hour Data
North
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 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 0 0 0 0 0 0 0
+30 mins. 1 2 0 3 0 0 0 0 0 1 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 2 0 3 0 0 0 0 0 1 1 2 0 0 0 0
% App. Total 33.3 66.7 0 0 0 0 0 50 50 0 0 0
PHF .250 .250 .000 .250 .000 .000 .000 .000 .000 .250 .250 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 1 2 0 3 0 1 1 2 0 0 0 0 0 0 0 0 5
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
Total 1 3 0 4 0 1 2 3 0 0 0 0 0 0 0 0 7
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 1 0 0 1 3
05:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 1 0 1 0 0 1 1 0 2 0 2 1 0 0 1 5
Grand Total 1 4 0 5 0 1 3 4 0 2 0 2 1 0 0 1 12
Apprch % 20 80 0 0 25 75 0 100 0 100 0 0
Total % 8.3 33.3 0 41.7 0 8.3 25 33.3 0 16.7 0 16.7 8.3 0 0 8.3 Fowler Avenue
Southbound
Belmont Avenue
Westbound
Fowler Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 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 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 1 0 0 1 3
05:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total Volume 0 1 0 1 0 0 1 1 0 2 0 2 1 0 0 1 5
% App. Total 0 100 0 0 0 100 0 100 0 100 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .250 .000 .250 .250 .000 .000 .250 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_FSO_Fow_Bel PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Fowler Avenue
E/W: Belmont Avenue
Weather: Clear
Fowler Avenue
Belmont Avenue
Belmont Avenue
Fowler Avenue
Right
0 Thru
1 Left
0 InOut Total
4 1 5
Right
1 Thru
0 Left
0 OutTotal In
0 1 1
Left
0 Thru
2 Right
0 Out TotalIn
1 2 3
Left
1 Thru
0 Right
0 TotalOut In
0 1 1
Peak Hour Begins at 05:00 PM

4+ Axle Trucks
Peak Hour Data
North
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 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 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 1 1 0 0 0 0 1 0 0 1
+45 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 1 0 1 0 0 1 1 0 2 0 2 1 0 0 1
% App. Total 0 100 0 0 0 100 0 100 0 100 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .250 .000 .250 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : Armstrong Floradora 08292018
Site Code : 00082918
Start Date : 8/29/2018
Page No : 1
Groups Printed- Unshifted
Armstrong
Southbound
Floradora
Westbound
Armstrong
Northbound
Floradora
Eastbound
Start Time Left Thru Right Peds App. Total
Left Thru Right Peds App. Total
Left Thru Right Peds App. Total
Left Thru Right Peds App. Total Int. Total
07:00 AM 0 119 0 1 120 5 1 5 0 11 0 37 0 0 37 1 2 0 0 3 171 07:15 AM 0 168 0 0 168 2 2 2 0 6 1 41 4 0 46 1 0 3 0 4 224 07:30 AM 0 163 1 0 164 10 1 2 0 13 1 46 0 0 47 0 1 5 0 6 230 07:45 AM 0 114 1 0 115 25 2 0 0 27 1 63 2 0 66 1 2 4 0 7 215 Total 0 564 2 1 567 42 6 9 0 57 3 187 6 0 196 3 5 12 0 20 840 08:00 AM 3 105 1 0 109 1 0 1 1 3 2 41 1 0 44 0 1 1 0 2 158 08:15 AM 0 81 1 0 82 3 0 0 1 4 3 13 1 0 17 0 0 3 0 3 106 08:30 AM 1 49 0 0 50 0 1 1 0 2 1 11 0 0 12 1 2 0 0 3 67 08:45 AM 0 43 0 0 43 2 2 2 0 6 0 14 1 0 15 3 0 0 0 3 67 Total 4 278 2 0 284 6 3 4 2 15 6 79 3 0 88 4 3 4 0 11 398 ******
04:00 PM 1 46 1 1 49 0 3 2 0 5 1 69 1 0 71 0 2 1 0 3 128 04:15 PM 0 31 1 0 32 0 1 1 0 2 0 69 2 0 71 0 1 1 0 2 107 04:30 PM 2 36 0 0 38 1 1 0 0 2 0 66 3 0 69 1 0 2 0 3 112 04:45 PM 0 44 0 0 44 2 1 2 0 5 0 82 3 0 85 0 1 1 0 2 136 Total 3 157 2 1 163 3 6 5 0 14 1 286 9 0 296 1 4 5 0 10 483 05:00 PM 0 63 1 0 64 0 0 1 0 1 0 92 2 0 94 1 0 0 0 1 160 05:15 PM 1 40 0 0 41 1 0 1 0 2 0 110 1 0 111 0 0 0 0 0 154 05:30 PM 2 50 0 0 52 0 1 0 0 1 1 88 2 0 91 2 2 0 0 4 148 05:45 PM 1 45 0 0 46 1 0 1 0 2 0 79 1 0 80 1 0 0 0 1 129 Total 4 198 1 0 203 2 1 3 0 6 1 369 6 0 376 4 2 0 0 6 591 Grand Total 11 1197 7 2 1217 53 16 21 2 92 11 921 24 0 956 12 14 21 0 47 2312 Apprch % 0.9 98.4 0.6 0.2 57.6 17.4 22.8 2.2 1.2 96.3 2.5 0 25.5 29.8 44.7 0 Total % 0.5 51.8 0.3 0.1 52.6 2.3 0.7 0.9 0.1 4 0.5 39.8 1 0 41.3 0.5 0.6 0.9 0 2 JLB Traffic Engineering, Inc.
1300 E. Shaw Ave., Ste. 103
Fresno, CA 93710
(559) 570-8991
Traffic Engineering, Transportation Planning & Parking Solutions www.JLBtraffic.com
File Name : Armstrong Floradora 08292018
Site Code : 00082918
Start Date : 8/29/2018
Page No : 2
Armstrong
Southbound
Floradora
Westbound
Armstrong
Northbound
Floradora
Eastbound
Start
Time Left Thru Right Peds App. Total
Left Thru Right Peds App. Total
Left Thru Right Peds App. Total
Left Thru Right Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 119 0 1 120 5 1 5 0 11 0 37 0 0 37 1 2 0 0 3 171 07:15 AM 0 168 0 0 168 2 2 2 0 6 1 41 4 0 46 1 0 3 0 4 224 07:30 AM 0 163 1 0 164 10 1 2 0 13 1 46 0 0 47 0 1 5 0 6 230 07:45 AM 0 114 1 0 115 25 2 0 0 27 1 63 2 0 66 1 2 4 0 7 215 Total Volume 0 564 2 1 567 42 6 9 0 57 3 187 6 0 196 3 5 12 0 20 840 % App. Total 0 99.5 0.4 0.2 73.7 10.5 15.8 0 1.5 95.4 3.1 0 15 25 60 0 PHF .000 .839 .500 .250 .844 .420 .750 .450 .000 .528 .750 .742 .375 .000 .742 .750 .625 .600 .000 .714 .913 Armstrong
Floradora
Floradora
Armstrong
Right
2 Thru
564
Left
0 Peds
1 InOut Total
199 567 766
Right
9 Thru
6 Left
42 Peds
0 OutTotal In
11 57 68
Left
3 Thru
187
Right
6 Peds
0 Out TotalIn
618 196 814
Left
3 Thru
5 Right
12 Peds
0 TotalOut In
11 20 31
Peak Hour Begins at 07:00 AM

Unshifted
Peak Hour Data
North
JLB Traffic Engineering, Inc.
1300 E. Shaw Ave., Ste. 103
Fresno, CA 93710
(559) 570-8991
Traffic Engineering, Transportation Planning & Parking Solutions www.JLBtraffic.com
File Name : Armstrong Floradora 08292018
Site Code : 00082918
Start Date : 8/29/2018
Page No : 3
Armstrong
Southbound
Floradora
Westbound
Armstrong
Northbound
Floradora
Eastbound
Start
Time Left Thru Right Peds App. Total
Left Thru Right Peds App. Total
Left Thru Right Peds App. Total
Left Thru Right Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 44 0 0 44 2 1 2 0 5 0 82 3 0 85 0 1 1 0 2 136 05:00 PM 0 63 1 0 64 0 0 1 0 1 0 92 2 0 94 1 0 0 0 1 160 05:15 PM 1 40 0 0 41 1 0 1 0 2 0 110 1 0 111 0 0 0 0 0 154 05:30 PM 2 50 0 0 52 0 1 0 0 1 1 88 2 0 91 2 2 0 0 4 148 Total Volume 3 197 1 0 201 3 2 4 0 9 1 372 8 0 381 3 3 1 0 7 598 % App. Total 1.5 98 0.5 0 33.3 22.2 44.4 0 0.3 97.6 2.1 0 42.9 42.9 14.3 0 PHF .375 .782 .250 .000 .785 .375 .500 .500 .000 .450 .250 .845 .667 .000 .858 .375 .375 .250 .000 .438 .934 Armstrong
Floradora
Floradora
Armstrong
Right
1 Thru
197
Left
3 Peds
0 InOut Total
379 201 580
Right
4 Thru
2 Left
3 Peds
0 OutTotal In
14 9 23
Left
1 Thru
372
Right
8 Peds
0 Out TotalIn
201 381 582
Left
3 Thru
3 Right
1 Peds
0 TotalOut In
4 7 11
Peak Hour Begins at 04:45 PM

Unshifted
Peak Hour Data
North
JLB Traffic Engineering, Inc.
1300 E. Shaw Ave., Ste. 103
Fresno, CA 93710
(559) 570-8991
Traffic Engineering, Transportation Planning & Parking Solutions www.JLBtraffic.com
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 3 3 2 48 0 50 2 2 1 5 1 21 1 23 81
07:15 AM 0 4 4 8 3 53 0 56 2 0 4 6 3 37 6 46 116
07:30 AM 0 6 11 17 7 89 0 96 6 8 11 25 7 26 1 34 172
07:45 AM 2 7 13 22 4 65 0 69 7 8 15 30 13 16 1 30 151
Total 2 17 31 50 16 255 0 271 17 18 31 66 24 100 9 133 520 08:00 AM 3 10 29 42 23 79 0 102 10 6 34 50 3 24 3 30 224 08:15 AM 10 15 57 82 31 87 3 121 14 7 78 99 4 25 1 30 332 08:30 AM 3 32 43 78 40 89 2 131 19 12 56 87 2 29 5 36 332 08:45 AM 1 14 31 46 13 82 0 95 12 14 26 52 5 33 3 41 234 Total 17 71 160 248 107 337 5 449 55 39 194 288 14 111 12 137 1122 Grand Total 19 88 191 298 123 592 5 720 72 57 225 354 38 211 21 270 1642 Apprch % 6.4 29.5 64.1 17.1 82.2 0.7 20.3 16.1 63.6 14.1 78.1 7.8 Total % 1.2 5.4 11.6 18.1 7.5 36.1 0.3 43.8 4.4 3.5 13.7 21.6 2.3 12.9 1.3 16.4 Passenger Vehicles 19 85 190 294 122 584 5 711 70 56 221 347 35 209 21 265 1617 % Passenger Vehicles 100 96.6 99.5 98.7 99.2 98.6 100 98.8 97.2 98.2 98.2 98 92.1 99.1 100 98.1 98.5 Large 2 Axle Vehicles 0 3 0 3 1 6 0 7 1 1 3 5 1 2 0 3 18 % Large 2 Axle Vehicles
0 3.4 0 1 0.8 1 0 1 1.4 1.8 1.3 1.4 2.6 0.9 0 1.1 1.1
3 Axle Vehicles 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2
% 3 Axle Vehicles 0 0 0 0 0 0.2 0 0.1 1.4 0 0 0.3 0 0 0 0 0.1 4+ Axle Trucks 0 0 1 1 0 1 0 1 0 0 1 1 2 0 0 2 5
% 4+ Axle Trucks 0 0 0.5 0.3 0 0.2 0 0.1 0 0 0.4 0.3 5.3 0 0 0.7 0.3 Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 3 10 29 42 23 79 0 102 10 6 34 50 3 24 3 30 224 08:15 AM 10 15 57 82 31 87 3 121 14 7 78 99 4 25 1 30 332 08:30 AM 3 32 43 78 40 89 2 131 19 12 56 87 2 29 5 36 332 08:45 AM 1 14 31 46 13 82 0 95 12 14 26 52 5 33 3 41 234 Total Volume 17 71 160 248 107 337 5 449 55 39 194 288 14 111 12 137 1122 % App. Total 6.9 28.6 64.5 23.8 75.1 1.1 19.1 13.5 67.4 10.2 81 8.8 PHF .425 .555 .702 .756 .669 .947 .417 .857 .724 .696 .622 .727 .700 .841 .600 .835 .845 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
160
Thru
71 Left
17 InOut Total
58 248 306
Right
5 Thru
337
Left
107
OutTotal In
322 449 771
Left
55 Thru
39 Right
194
Out TotalIn
190 288 478
Left
14 Thru
111
Right
12 TotalOut In
552 137 689
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 07:15 AM
+0 mins. 3 10 29 42 23 79 0 102 10 6 34 50 3 37 6 46
+15 mins. 10 15 57 82 31 87 3 121 14 7 78 99 7 26 1 34
+30 mins. 3 32 43 78 40 89 2 131 19 12 56 87 13 16 1 30 +45 mins. 1 14 31 46 13 82 0 95 12 14 26 52 3 24 3 30
Total Volume 17 71 160 248 107 337 5 449 55 39 194 288 26 103 11 140 % App. Total 6.9 28.6 64.5 23.8 75.1 1.1 19.1 13.5 67.4 18.6 73.6 7.9 PHF .425 .555 .702 .756 .669 .947 .417 .857 .724 .696 .622 .727 .500 .696 .458 .761 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 3 3 2 47 0 49 2 2 1 5 1 20 1 22 79
07:15 AM 0 4 4 8 3 51 0 54 2 0 4 6 3 37 6 46 114
07:30 AM 0 6 11 17 7 88 0 95 6 8 11 25 6 26 1 33 170
07:45 AM 2 7 12 21 4 65 0 69 7 7 14 28 13 16 1 30 148
Total 2 17 30 49 16 251 0 267 17 17 30 64 23 99 9 131 511 08:00 AM 3 10 29 42 23 78 0 101 8 6 34 48 3 23 3 29 220 08:15 AM 10 12 57 79 31 86 3 120 14 7 77 98 3 25 1 29 326 08:30 AM 3 32 43 78 39 88 2 129 19 12 56 87 2 29 5 36 330 08:45 AM 1 14 31 46 13 81 0 94 12 14 24 50 4 33 3 40 230 Total 17 68 160 245 106 333 5 444 53 39 191 283 12 110 12 134 1106 Grand Total 19 85 190 294 122 584 5 711 70 56 221 347 35 209 21 265 1617 Apprch % 6.5 28.9 64.6 17.2 82.1 0.7 20.2 16.1 63.7 13.2 78.9 7.9 Total % 1.2 5.3 11.8 18.2 7.5 36.1 0.3 44 4.3 3.5 13.7 21.5 2.2 12.9 1.3 16.4 Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 3 10 29 42 23 78 0 101 8 6 34 48 3 23 3 29 220 08:15 AM 10 12 57 79 31 86 3 120 14 7 77 98 3 25 1 29 326 08:30 AM 3 32 43 78 39 88 2 129 19 12 56 87 2 29 5 36 330 08:45 AM 1 14 31 46 13 81 0 94 12 14 24 50 4 33 3 40 230 Total Volume 17 68 160 245 106 333 5 444 53 39 191 283 12 110 12 134 1106 % App. Total 6.9 27.8 65.3 23.9 75 1.1 18.7 13.8 67.5 9 82.1 9 PHF .425 .531 .702 .775 .679 .946 .417 .860 .697 .696 .620 .722 .750 .833 .600 .838 .838 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
160
Thru
68 Left
17 InOut Total
56 245 301
Right
5 Thru
333
Left
106
OutTotal In
318 444 762
Left
53 Thru
39 Right
191
Out TotalIn
186 283 469
Left
12 Thru
110
Right
12 TotalOut In
546 134 680
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 3 10 29 42 23 78 0 101 8 6 34 48 3 23 3 29
+15 mins. 10 12 57 79 31 86 3 120 14 7 77 98 3 25 1 29
+30 mins. 3 32 43 78 39 88 2 129 19 12 56 87 2 29 5 36
+45 mins. 1 14 31 46 13 81 0 94 12 14 24 50 4 33 3 40
Total Volume 17 68 160 245 106 333 5 444 53 39 191 283 12 110 12 134 % App. Total 6.9 27.8 65.3 23.9 75 1.1 18.7 13.8 67.5 9 82.1 9 PHF .425 .531 .702 .775 .679 .946 .417 .860 .697 .696 .620 .722 .750 .833 .600 .838 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 0 0 0 0 3 0 3 0 1 0 1 0 1 0 1 5
08:00 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 1 0 1 3
08:15 AM 0 3 0 3 0 1 0 1 0 0 1 1 0 0 0 0 5
08:30 AM 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 1 3
Total 0 3 0 3 1 3 0 4 1 0 3 4 1 1 0 2 13
Grand Total 0 3 0 3 1 6 0 7 1 1 3 5 1 2 0 3 18
Apprch % 0 100 0 14.3 85.7 0 20 20 60 33.3 66.7 0
Total % 0 16.7 0 16.7 5.6 33.3 0 38.9 5.6 5.6 16.7 27.8 5.6 11.1 0 16.7 Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 1 0 1 3
08:15 AM 0 3 0 3 0 1 0 1 0 0 1 1 0 0 0 0 5
08:30 AM 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 1 3
Total Volume 0 3 0 3 1 3 0 4 1 0 3 4 1 1 0 2 13
% App. Total 0 100 0 25 75 0 25 0 75 50 50 0
PHF .000 .250 .000 .250 .250 .750 .000 .500 .250 .000 .375 .500 .250 .250 .000 .500 .650 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
0 Thru
3 Left
0 InOut Total
1 3 4
Right
0 Thru
3 Left
1 OutTotal In
4 4 8
Left
1 Thru
0 Right
3 Out TotalIn
4 4 8
Left
1 Thru
1 Right
0 TotalOut In
4 2 6
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 1 0 1 1 0 0 1 0 1 0 1
+15 mins. 0 3 0 3 0 1 0 1 0 0 1 1 0 0 0 0
+30 mins. 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 1
Total Volume 0 3 0 3 1 3 0 4 1 0 3 4 1 1 0 2
% App. Total 0 100 0 25 75 0 25 0 75 50 50 0
PHF .000 .250 .000 .250 .250 .750 .000 .500 .250 .000 .375 .500 .250 .250 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Grand Total 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2
Apprch % 0 0 0 0 100 0 100 0 0 0 0 0
Total % 0 0 0 0 0 50 0 50 50 0 0 50 0 0 0 0
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
% App. Total 0 0 0 0 0 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
1 Thru
0 Right
0 Out TotalIn
0 1 1
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 0 0 1 0 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 1 0 0 1 0 0 0 0
% App. Total 0 0 0 0 0 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 1 0 0 1 1
07:45 AM 0 0 1 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total 0 0 1 1 0 0 0 0 0 0 1 1 1 0 0 1 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 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 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 2
Grand Total 0 0 1 1 0 1 0 1 0 0 1 1 2 0 0 2 5
Apprch % 0 0 100 0 100 0 0 0 100 100 0 0
Total % 0 0 20 20 0 20 0 20 0 0 20 20 40 0 0 40
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 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 1 0 1 0 0 0 0 0 0 0 0 1
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 2
% App. Total 0 0 0 0 100 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
0 Thru
0 Left
0 InOut Total
1 0 1
Right
0 Thru
1 Left
0 OutTotal In
0 1 1
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
1 Thru
0 Right
0 TotalOut In
1 1 2
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 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 0 0 0 1 0 0 1
+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 1 0 1 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 6 8 14 1 40 0 41 13 3 20 36 3 36 2 41 132
04:15 PM 1 9 10 20 18 54 1 73 10 12 29 51 1 41 2 44 188 04:30 PM 4 20 17 41 24 72 0 96 9 6 33 48 2 34 3 39 224
04:45 PM 1 24 17 42 17 56 2 75 12 9 40 61 5 43 4 52 230 Total 6 59 52 117 60 222 3 285 44 30 122 196 11 154 11 176 774 05:00 PM 1 18 11 30 21 42 1 64 19 8 40 67 5 47 1 53 214 05:15 PM 0 15 12 27 10 39 1 50 12 12 32 56 9 33 1 43 176 05:30 PM 1 9 10 20 8 25 1 34 12 10 45 67 3 53 4 60 181
05:45 PM 1 8 7 16 7 35 1 43 14 14 41 69 6 47 3 56 184
Total 3 50 40 93 46 141 4 191 57 44 158 259 23 180 9 212 755 Grand Total 9 109 92 210 106 363 7 476 101 74 280 455 34 334 20 388 1529 Apprch % 4.3 51.9 43.8 22.3 76.3 1.5 22.2 16.3 61.5 8.8 86.1 5.2 Total % 0.6 7.1 6 13.7 6.9 23.7 0.5 31.1 6.6 4.8 18.3 29.8 2.2 21.8 1.3 25.4 Passenger Vehicles 9 106 91 206 106 354 7 467 99 72 278 449 34 331 19 384 1506 % Passenger Vehicles 100 97.2 98.9 98.1 100 97.5 100 98.1 98 97.3 99.3 98.7 100 99.1 95 99 98.5 Large 2 Axle Vehicles 0 3 1 4 0 3 0 3 1 2 2 5 0 3 1 4 16 % Large 2 Axle Vehicles
0 2.8 1.1 1.9 0 0.8 0 0.6 1 2.7 0.7 1.1 0 0.9 5 1 1
3 Axle Vehicles 0 0 0 0 0 2 0 2 1 0 0 1 0 0 0 0 3
% 3 Axle Vehicles 0 0 0 0 0 0.6 0 0.4 1 0 0 0.2 0 0 0 0 0.2 4+ Axle Trucks 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
% 4+ Axle Trucks 0 0 0 0 0 1.1 0 0.8 0 0 0 0 0 0 0 0 0.3 Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 1 9 10 20 18 54 1 73 10 12 29 51 1 41 2 44 188 04:30 PM 4 20 17 41 24 72 0 96 9 6 33 48 2 34 3 39 224
04:45 PM 1 24 17 42 17 56 2 75 12 9 40 61 5 43 4 52 230 05:00 PM 1 18 11 30 21 42 1 64 19 8 40 67 5 47 1 53 214 Total Volume 7 71 55 133 80 224 4 308 50 35 142 227 13 165 10 188 856 % App. Total 5.3 53.4 41.4 26 72.7 1.3 22 15.4 62.6 6.9 87.8 5.3 PHF .438 .740 .809 .792 .833 .778 .500 .802 .658 .729 .888 .847 .650 .878 .625 .887 .930 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
55 Thru
71 Left
7 InOut Total
52 133 185
Right
4 Thru
224
Left
80 OutTotal In
314 308 622
Left
50 Thru
35 Right
142
Out TotalIn
161 227 388
Left
13 Thru
165
Right
10 TotalOut In
329 188 517
Peak Hour Begins at 04:15 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 05:00 PM 05:00 PM
+0 mins. 4 20 17 41 18 54 1 73 19 8 40 67 5 47 1 53
+15 mins. 1 24 17 42 24 72 0 96 12 12 32 56 9 33 1 43
+30 mins. 1 18 11 30 17 56 2 75 12 10 45 67 3 53 4 60
+45 mins. 0 15 12 27 21 42 1 64 14 14 41 69 6 47 3 56
Total Volume 6 77 57 140 80 224 4 308 57 44 158 259 23 180 9 212 % App. Total 4.3 55 40.7 26 72.7 1.3 22 17 61 10.8 84.9 4.2 PHF .375 .802 .838 .833 .833 .778 .500 .802 .750 .786 .878 .938 .639 .849 .563 .883 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 6 8 14 1 38 0 39 13 3 20 36 3 35 2 40 129
04:15 PM 1 8 10 19 18 54 1 73 9 12 27 48 1 40 2 43 183
04:30 PM 4 18 17 39 24 68 0 92 9 6 33 48 2 34 3 39 218
04:45 PM 1 24 17 42 17 55 2 74 12 9 40 61 5 43 4 52 229 Total 6 56 52 114 60 215 3 278 43 30 120 193 11 152 11 174 759 05:00 PM 1 18 10 29 21 41 1 63 18 7 40 65 5 47 1 53 210 05:15 PM 0 15 12 27 10 39 1 50 12 12 32 56 9 32 1 42 175 05:30 PM 1 9 10 20 8 24 1 33 12 9 45 66 3 53 3 59 178
05:45 PM 1 8 7 16 7 35 1 43 14 14 41 69 6 47 3 56 184
Total 3 50 39 92 46 139 4 189 56 42 158 256 23 179 8 210 747 Grand Total 9 106 91 206 106 354 7 467 99 72 278 449 34 331 19 384 1506 Apprch % 4.4 51.5 44.2 22.7 75.8 1.5 22 16 61.9 8.9 86.2 4.9 Total % 0.6 7 6 13.7 7 23.5 0.5 31 6.6 4.8 18.5 29.8 2.3 22 1.3 25.5 Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 1 8 10 19 18 54 1 73 9 12 27 48 1 40 2 43 183
04:30 PM 4 18 17 39 24 68 0 92 9 6 33 48 2 34 3 39 218
04:45 PM 1 24 17 42 17 55 2 74 12 9 40 61 5 43 4 52 229 05:00 PM 1 18 10 29 21 41 1 63 18 7 40 65 5 47 1 53 210 Total Volume 7 68 54 129 80 218 4 302 48 34 140 222 13 164 10 187 840 % App. Total 5.4 52.7 41.9 26.5 72.2 1.3 21.6 15.3 63.1 7 87.7 5.3 PHF .438 .708 .794 .768 .833 .801 .500 .821 .667 .708 .875 .854 .650 .872 .625 .882 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
54 Thru
68 Left
7 InOut Total
51 129 180
Right
4 Thru
218
Left
80 OutTotal In
311 302 613
Left
48 Thru
34 Right
140
Out TotalIn
158 222 380
Left
13 Thru
164
Right
10 TotalOut In
320 187 507
Peak Hour Begins at 04:15 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 PM
+0 mins. 1 8 10 19 18 54 1 73 9 12 27 48 1 40 2 43
+15 mins. 4 18 17 39 24 68 0 92 9 6 33 48 2 34 3 39
+30 mins. 1 24 17 42 17 55 2 74 12 9 40 61 5 43 4 52
+45 mins. 1 18 10 29 21 41 1 63 18 7 40 65 5 47 1 53
Total Volume 7 68 54 129 80 218 4 302 48 34 140 222 13 164 10 187 % App. Total 5.4 52.7 41.9 26.5 72.2 1.3 21.6 15.3 63.1 7 87.7 5.3 PHF .438 .708 .794 .768 .833 .801 .500 .821 .667 .708 .875 .854 .650 .872 .625 .882 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
1 Thru
3 Left
0 InOut Total
1 4 5
Right
0 Thru
2 Left
0 OutTotal In
3 2 5
Left
1 Thru
1 Right
2 Out TotalIn
3 4 7
Left
0 Thru
1 Right
0 TotalOut In
4 1 5
Peak Hour Begins at 04:15 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 PM
+0 mins. 0 1 0 1 0 0 0 0 1 0 2 3 0 1 0 1
+15 mins. 0 2 0 2 0 1 0 1 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 1 1 0 1 0 1 0 1 0 1 0 0 0 0
Total Volume 0 3 1 4 0 2 0 2 1 1 2 4 0 1 0 1
% App. Total 0 75 25 0 100 0 25 25 50 0 100 0
PHF .000 .375 .250 .500 .000 .500 .000 .500 .250 .250 .250 .333 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
2 Left
0 OutTotal In
0 2 2
Left
1 Thru
0 Right
0 Out TotalIn
0 1 1
Left
0 Thru
0 Right
0 TotalOut In
3 0 3
Peak Hour Begins at 04:15 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 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. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0
Total Volume 0 0 0 0 0 2 0 2 1 0 0 1 0 0 0 0
% App. Total 0 0 0 0 100 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
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 2 0 2 0 0 0 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
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 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 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 1 0 1 0 0 0 0 0 0 0 0 1
Grand Total 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
Apprch % 0 0 0 0 100 0 0 0 0 0 0 0
Total % 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0
Armstrong Avenue
Southbound
Olive Avenue
Westbound
Armstrong Avenue
Northbound
Olive Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
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 2 0 2 0 0 0 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 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 2 0 2 0 0 0 0 0 0 0 0 2
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_FSO_Arm_Oli PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Armstrong Avenue
E/W: Olive Avenue
Weather: Clear
Armstrong Avenue
Olive Avenue
Olive Avenue
Armstrong Avenue
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
2 Left
0 OutTotal In
0 2 2
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 04:15 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 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 2 0 2 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 2 0 2 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 72 73 12 3 15 42 6 48 136
07:15 AM 1 94 95 9 10 19 44 6 50 164
07:30 AM 4 125 129 13 15 28 61 13 74 231
07:45 AM 11 117 128 16 16 32 87 11 98 258
Total 17 408 425 50 44 94 234 36 270 789
08:00 AM 13 123 136 15 14 29 66 8 74 239
08:15 AM 18 147 165 26 28 54 94 12 106 325
08:30 AM 20 163 183 15 28 43 108 15 123 349
08:45 AM 21 126 147 16 20 36 79 32 111 294
Total 72 559 631 72 90 162 347 67 414 1207
Grand Total 89 967 1056 122 134 256 581 103 684 1996
Apprch % 8.4 91.6 47.7 52.3 84.9 15.1
Total % 4.5 48.4 52.9 6.1 6.7 12.8 29.1 5.2 34.3
Passenger Vehicles 85 955 1040 119 128 247 541 94 635 1922 % Passenger Vehicles 95.5 98.8 98.5 97.5 95.5 96.5 93.1 91.3 92.8 96.3 Large 2 Axle Vehicles 4 8 12 3 6 9 32 6 38 59
% Large 2 Axle Vehicles 4.5 0.8 1.1 2.5 4.5 3.5 5.5 5.8 5.6 3 3 Axle Vehicles 0 1 1 0 0 0 6 3 9 10
% 3 Axle Vehicles 0 0.1 0.1 0 0 0 1 2.9 1.3 0.5
4+ Axle Trucks 0 3 3 0 0 0 2 0 2 5
% 4+ Axle Trucks 0 0.3 0.3 0 0 0 0.3 0 0.3 0.3
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 13 123 136 15 14 29 66 8 74 239
08:15 AM 18 147 165 26 28 54 94 12 106 325
08:30 AM 20 163 183 15 28 43 108 15 123 349
08:45 AM 21 126 147 16 20 36 79 32 111 294
Total Volume 72 559 631 72 90 162 347 67 414 1207
% App. Total 11.4 88.6 44.4 55.6 83.8 16.2
PHF .857 .857 .862 .692 .804 .750 .803 .523 .841 .865
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
559
Left
72 InOut Total
437 631 1068
Right
90 Left
72 OutTotal In
139 162 301
Thru
347
Right
67 Out TotalIn
631 414 1045
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM
+0 mins. 13 123 136 15 14 29 66 8 74
+15 mins. 18 147 165 26 28 54 94 12 106
+30 mins. 20 163 183 15 28 43 108 15 123
+45 mins. 21 126 147 16 20 36 79 32 111
Total Volume 72 559 631 72 90 162 347 67 414
% App. Total 11.4 88.6 44.4 55.6 83.8 16.2
PHF .857 .857 .862 .692 .804 .750 .803 .523 .841
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 71 72 11 3 14 36 6 42 128
07:15 AM 1 94 95 9 10 19 36 5 41 155
07:30 AM 4 121 125 13 15 28 60 10 70 223
07:45 AM 10 116 126 15 14 29 83 11 94 249
Total 16 402 418 48 42 90 215 32 247 755
08:00 AM 12 120 132 15 12 27 60 8 68 227
08:15 AM 16 145 161 26 27 53 89 10 99 313
08:30 AM 20 162 182 15 27 42 103 15 118 342
08:45 AM 21 126 147 15 20 35 74 29 103 285
Total 69 553 622 71 86 157 326 62 388 1167
Grand Total 85 955 1040 119 128 247 541 94 635 1922
Apprch % 8.2 91.8 48.2 51.8 85.2 14.8
Total % 4.4 49.7 54.1 6.2 6.7 12.9 28.1 4.9 33
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 12 120 132 15 12 27 60 8 68 227
08:15 AM 16 145 161 26 27 53 89 10 99 313
08:30 AM 20 162 182 15 27 42 103 15 118 342
08:45 AM 21 126 147 15 20 35 74 29 103 285
Total Volume 69 553 622 71 86 157 326 62 388 1167
% App. Total 11.1 88.9 45.2 54.8 84 16
PHF .821 .853 .854 .683 .796 .741 .791 .534 .822 .853
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
553
Left
69 InOut Total
412 622 1034
Right
86 Left
71 OutTotal In
131 157 288
Thru
326
Right
62 Out TotalIn
624 388 1012
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM
+0 mins. 12 120 132 15 12 27 60 8 68
+15 mins. 16 145 161 26 27 53 89 10 99
+30 mins. 20 162 182 15 27 42 103 15 118
+45 mins. 21 126 147 15 20 35 74 29 103
Total Volume 69 553 622 71 86 157 326 62 388
% App. Total 11.1 88.9 45.2 54.8 84 16
PHF .821 .853 .854 .683 .796 .741 .791 .534 .822
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 1 1 1 0 1 3 0 3 5
07:15 AM 0 0 0 0 0 0 6 1 7 7
07:30 AM 0 2 2 0 0 0 1 0 1 3
07:45 AM 1 1 2 1 2 3 3 0 3 8
Total 1 4 5 2 2 4 13 1 14 23
08:00 AM 1 2 3 0 2 2 6 0 6 11
08:15 AM 2 2 4 0 1 1 4 2 6 11
08:30 AM 0 0 0 0 1 1 4 0 4 5
08:45 AM 0 0 0 1 0 1 5 3 8 9
Total 3 4 7 1 4 5 19 5 24 36
Grand Total 4 8 12 3 6 9 32 6 38 59
Apprch % 33.3 66.7 33.3 66.7 84.2 15.8
Total % 6.8 13.6 20.3 5.1 10.2 15.3 54.2 10.2 64.4
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 1 2 3 0 2 2 6 0 6 11
08:15 AM 2 2 4 0 1 1 4 2 6 11
08:30 AM 0 0 0 0 1 1 4 0 4 5
08:45 AM 0 0 0 1 0 1 5 3 8 9
Total Volume 3 4 7 1 4 5 19 5 24 36
% App. Total 42.9 57.1 20 80 79.2 20.8
PHF .375 .500 .438 .250 .500 .625 .792 .417 .750 .818
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
4 Left
3 InOut Total
23 7 30
Right
4 Left
1 OutTotal In
8 5 13
Thru
19 Right
5 Out TotalIn
5 24 29
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM
+0 mins. 1 2 3 0 2 2 6 0 6
+15 mins. 2 2 4 0 1 1 4 2 6
+30 mins. 0 0 0 0 1 1 4 0 4
+45 mins. 0 0 0 1 0 1 5 3 8
Total Volume 3 4 7 1 4 5 19 5 24
% App. Total 42.9 57.1 20 80 79.2 20.8
PHF .375 .500 .438 .250 .500 .625 .792 .417 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 3 0 3 3
07:15 AM 0 0 0 0 0 0 2 0 2 2
07:30 AM 0 0 0 0 0 0 0 3 3 3
07:45 AM 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 0 6 3 9 9
08:00 AM 0 1 1 0 0 0 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 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 1 1 0 0 0 0 0 0 1
Grand Total 0 1 1 0 0 0 6 3 9 10
Apprch % 0 100 0 0 66.7 33.3
Total % 0 10 10 0 0 0 60 30 90
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 1 1 0 0 0 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 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 1 1 0 0 0 0 0 0 1
% App. Total 0 100 0 0 0 0
PHF .000 .250 .250 .000 .000 .000 .000 .000 .000 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
1 Left
0 InOut Total
0 1 1
Right
0 Left
0 OutTotal In
0 0 0
Thru
0 Right
0 Out TotalIn
1 0 1
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 1 1 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 1 1 0 0 0 0 0 0
% App. Total 0 100 0 0 0 0
PHF .000 .250 .250 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total 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 2 2 0 0 0 0 0 0 2
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 2 2 0 0 0 0 0 0 2
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 1 0 1 1
08:30 AM 0 1 1 0 0 0 1 0 1 2
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 1 1 0 0 0 2 0 2 3
Grand Total 0 3 3 0 0 0 2 0 2 5
Apprch % 0 100 0 0 100 0
Total % 0 60 60 0 0 0 40 0 40
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 1 0 1 1
08:30 AM 0 1 1 0 0 0 1 0 1 2
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 1 1 0 0 0 2 0 2 3
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .500 .000 .500 .375
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
1 Left
0 InOut Total
2 1 3
Right
0 Left
0 OutTotal In
0 0 0
Thru
2 Right
0 Out TotalIn
1 2 3
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 1 0 1
+30 mins. 0 1 1 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 1 1 0 0 0 2 0 2
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .500 .000 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 19 86 105 8 9 17 124 17 141 263
04:15 PM 10 99 109 17 12 29 113 13 126 264
04:30 PM 33 131 164 29 17 46 108 15 123 333
04:45 PM 15 93 108 16 12 28 117 17 134 270
Total 77 409 486 70 50 120 462 62 524 1130
05:00 PM 30 104 134 10 10 20 127 13 140 294
05:15 PM 17 101 118 7 9 16 134 11 145 279
05:30 PM 25 100 125 10 7 17 145 13 158 300
05:45 PM 22 97 119 14 13 27 129 20 149 295
Total 94 402 496 41 39 80 535 57 592 1168
Grand Total 171 811 982 111 89 200 997 119 1116 2298
Apprch % 17.4 82.6 55.5 44.5 89.3 10.7
Total % 7.4 35.3 42.7 4.8 3.9 8.7 43.4 5.2 48.6
Passenger Vehicles 167 797 964 111 86 197 975 117 1092 2253 % Passenger Vehicles 97.7 98.3 98.2 100 96.6 98.5 97.8 98.3 97.8 98 Large 2 Axle Vehicles 4 7 11 0 2 2 17 2 19 32
% Large 2 Axle Vehicles 2.3 0.9 1.1 0 2.2 1 1.7 1.7 1.7 1.4 3 Axle Vehicles 0 6 6 0 0 0 2 0 2 8
% 3 Axle Vehicles 0 0.7 0.6 0 0 0 0.2 0 0.2 0.3
4+ Axle Trucks 0 1 1 0 1 1 3 0 3 5
% 4+ Axle Trucks 0 0.1 0.1 0 1.1 0.5 0.3 0 0.3 0.2
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 33 131 164 29 17 46 108 15 123 333
04:45 PM 15 93 108 16 12 28 117 17 134 270
05:00 PM 30 104 134 10 10 20 127 13 140 294
05:15 PM 17 101 118 7 9 16 134 11 145 279
Total Volume 95 429 524 62 48 110 486 56 542 1176
% App. Total 18.1 81.9 56.4 43.6 89.7 10.3
PHF .720 .819 .799 .534 .706 .598 .907 .824 .934 .883
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
429
Left
95 InOut Total
534 524 1058
Right
48 Left
62 OutTotal In
151 110 261
Thru
486
Right
56 Out TotalIn
491 542 1033
Peak Hour Begins at 04:30 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 05:00 PM
+0 mins. 33 131 164 17 12 29 127 13 140
+15 mins. 15 93 108 29 17 46 134 11 145
+30 mins. 30 104 134 16 12 28 145 13 158
+45 mins. 17 101 118 10 10 20 129 20 149
Total Volume 95 429 524 72 51 123 535 57 592
% App. Total 18.1 81.9 58.5 41.5 90.4 9.6
PHF .720 .819 .799 .621 .750 .668 .922 .713 .937
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 19 86 105 8 8 16 120 17 137 258
04:15 PM 9 95 104 17 11 28 108 12 120 252
04:30 PM 32 129 161 29 17 46 107 14 121 328
04:45 PM 15 91 106 16 12 28 115 17 132 266
Total 75 401 476 70 48 118 450 60 510 1104
05:00 PM 30 103 133 10 9 19 125 13 138 290
05:15 PM 17 101 118 7 9 16 131 11 142 276
05:30 PM 24 98 122 10 7 17 142 13 155 294
05:45 PM 21 94 115 14 13 27 127 20 147 289
Total 92 396 488 41 38 79 525 57 582 1149
Grand Total 167 797 964 111 86 197 975 117 1092 2253
Apprch % 17.3 82.7 56.3 43.7 89.3 10.7
Total % 7.4 35.4 42.8 4.9 3.8 8.7 43.3 5.2 48.5
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 32 129 161 29 17 46 107 14 121 328
04:45 PM 15 91 106 16 12 28 115 17 132 266
05:00 PM 30 103 133 10 9 19 125 13 138 290
05:15 PM 17 101 118 7 9 16 131 11 142 276
Total Volume 94 424 518 62 47 109 478 55 533 1160
% App. Total 18.1 81.9 56.9 43.1 89.7 10.3
PHF .734 .822 .804 .534 .691 .592 .912 .809 .938 .884
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
424
Left
94 InOut Total
525 518 1043
Right
47 Left
62 OutTotal In
149 109 258
Thru
478
Right
55 Out TotalIn
486 533 1019
Peak Hour Begins at 04:30 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 32 129 161 29 17 46 107 14 121
+15 mins. 15 91 106 16 12 28 115 17 132
+30 mins. 30 103 133 10 9 19 125 13 138
+45 mins. 17 101 118 7 9 16 131 11 142
Total Volume 94 424 518 62 47 109 478 55 533
% App. Total 18.1 81.9 56.9 43.1 89.7 10.3
PHF .734 .822 .804 .534 .691 .592 .912 .809 .938
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 1 1
04:15 PM 1 3 4 0 1 1 5 1 6 11
04:30 PM 1 1 2 0 0 0 0 1 1 3
04:45 PM 0 0 0 0 0 0 1 0 1 1
Total 2 4 6 0 1 1 7 2 9 16
05:00 PM 0 1 1 0 1 1 2 0 2 4
05:15 PM 0 0 0 0 0 0 3 0 3 3
05:30 PM 1 1 2 0 0 0 3 0 3 5
05:45 PM 1 1 2 0 0 0 2 0 2 4
Total 2 3 5 0 1 1 10 0 10 16
Grand Total 4 7 11 0 2 2 17 2 19 32
Apprch % 36.4 63.6 0 100 89.5 10.5
Total % 12.5 21.9 34.4 0 6.2 6.2 53.1 6.2 59.4
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 1 2 0 0 0 0 1 1 3
04:45 PM 0 0 0 0 0 0 1 0 1 1
05:00 PM 0 1 1 0 1 1 2 0 2 4
05:15 PM 0 0 0 0 0 0 3 0 3 3
Total Volume 1 2 3 0 1 1 6 1 7 11
% App. Total 33.3 66.7 0 100 85.7 14.3
PHF .250 .500 .375 .000 .250 .250 .500 .250 .583 .688
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
2 Left
1 InOut Total
7 3 10
Right
1 Left
0 OutTotal In
2 1 3
Thru
6 Right
1 Out TotalIn
2 7 9
Peak Hour Begins at 04:30 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 1 2 0 0 0 0 1 1
+15 mins. 0 0 0 0 0 0 1 0 1
+30 mins. 0 1 1 0 1 1 2 0 2
+45 mins. 0 0 0 0 0 0 3 0 3
Total Volume 1 2 3 0 1 1 6 1 7
% App. Total 33.3 66.7 0 100 85.7 14.3
PHF .250 .500 .375 .000 .250 .250 .500 .250 .583
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 2 0 2 2
04:15 PM 0 1 1 0 0 0 0 0 0 1
04:30 PM 0 1 1 0 0 0 0 0 0 1
04:45 PM 0 1 1 0 0 0 0 0 0 1
Total 0 3 3 0 0 0 2 0 2 5
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 1 1 0 0 0 0 0 0 1
05:45 PM 0 2 2 0 0 0 0 0 0 2
Total 0 3 3 0 0 0 0 0 0 3
Grand Total 0 6 6 0 0 0 2 0 2 8
Apprch % 0 100 0 0 100 0
Total % 0 75 75 0 0 0 25 0 25
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 1 0 0 0 0 0 0 1
04:45 PM 0 1 1 0 0 0 0 0 0 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
Total Volume 0 2 2 0 0 0 0 0 0 2
% App. Total 0 100 0 0 0 0
PHF .000 .500 .500 .000 .000 .000 .000 .000 .000 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
2 Left
0 InOut Total
0 2 2
Right
0 Left
0 OutTotal In
0 0 0
Thru
0 Right
0 Out TotalIn
2 0 2
Peak Hour Begins at 04:30 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 1 0 0 0 0 0 0
+15 mins. 0 1 1 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 2 2 0 0 0 0 0 0
% App. Total 0 100 0 0 0 0
PHF .000 .500 .500 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 1 1 1 0 1 2
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 1 1 0 0 0 1 0 1 2
Total 0 1 1 0 1 1 3 0 3 5
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 1 1 0 1 1 3 0 3 5
Apprch % 0 100 0 100 100 0
Total % 0 20 20 0 20 20 60 0 60
Temperance Avenue
Southbound
McKinley Avenue
Westbound
Temperance Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 1 1 0 0 0 1 0 1 2
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
Total Volume 0 1 1 0 0 0 2 0 2 3
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .500 .000 .500 .375
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_FSO_Temp_McK PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: McKinley Avenue
Weather: Clear
Temperance Avenue
McKinley Avenue
Temperance Avenue
Thru
1 Left
0 InOut Total
2 1 3
Right
0 Left
0 OutTotal In
0 0 0
Thru
2 Right
0 Out TotalIn
1 2 3
Peak Hour Begins at 04:30 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 1 0 1
+15 mins. 0 1 1 0 0 0 1 0 1
+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 1 1 0 0 0 2 0 2
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .500 .000 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 68 0 68 0 0 0 0 0 36 0 36 1 0 1 2 106
07:15 AM 0 97 3 100 0 0 0 0 0 47 0 47 0 0 0 0 147
07:30 AM 0 128 3 131 0 0 0 0 0 65 0 65 3 0 0 3 199
07:45 AM 0 104 20 124 0 0 0 0 1 92 0 93 2 0 0 2 219
Total 0 397 26 423 0 0 0 0 1 240 0 241 6 0 1 7 671
08:00 AM 0 124 21 145 1 0 0 1 1 75 0 76 3 0 0 3 225
08:15 AM 0 103 42 145 0 0 0 0 0 93 0 93 3 0 1 4 242
08:30 AM 0 127 48 175 0 0 0 0 3 107 0 110 2 0 0 2 287
08:45 AM 0 136 41 177 0 0 0 0 2 115 0 117 9 0 1 10 304
Total 0 490 152 642 1 0 0 1 6 390 0 396 17 0 2 19 1058
Grand Total 0 887 178 1065 1 0 0 1 7 630 0 637 23 0 3 26 1729 Apprch % 0 83.3 16.7 100 0 0 1.1 98.9 0 88.5 0 11.5
Total % 0 51.3 10.3 61.6 0.1 0 0 0.1 0.4 36.4 0 36.8 1.3 0 0.2 1.5 Passenger Vehicles 0 874 173 1047 1 0 0 1 6 599 0 605 21 0 3 24 1677 % Passenger Vehicles 0 98.5 97.2 98.3 100 0 0 100 85.7 95.1 0 95 91.3 0 100 92.3 97 Large 2 Axle Vehicles 0 10 3 13 0 0 0 0 1 23 0 24 1 0 0 1 38 % Large 2 Axle Vehicles
0 1.1 1.7 1.2 0 0 0 0 14.3 3.7 0 3.8 4.3 0 0 3.8 2.2
3 Axle Vehicles 0 2 0 2 0 0 0 0 0 6 0 6 1 0 0 1 9
% 3 Axle Vehicles 0 0.2 0 0.2 0 0 0 0 0 1 0 0.9 4.3 0 0 3.8 0.5 4+ Axle Trucks 0 1 2 3 0 0 0 0 0 2 0 2 0 0 0 0 5
% 4+ Axle Trucks 0 0.1 1.1 0.3 0 0 0 0 0 0.3 0 0.3 0 0 0 0 0.3 Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 124 21 145 1 0 0 1 1 75 0 76 3 0 0 3 225
08:15 AM 0 103 42 145 0 0 0 0 0 93 0 93 3 0 1 4 242
08:30 AM 0 127 48 175 0 0 0 0 3 107 0 110 2 0 0 2 287
08:45 AM 0 136 41 177 0 0 0 0 2 115 0 117 9 0 1 10 304
Total Volume 0 490 152 642 1 0 0 1 6 390 0 396 17 0 2 19 1058 % App. Total 0 76.3 23.7 100 0 0 1.5 98.5 0 89.5 0 10.5 PHF .000 .901 .792 .907 .250 .000 .000 .250 .500 .848 .000 .846 .472 .000 .500 .475 .870 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
152
Thru
490
Left
0 InOut Total
407 642 1049
Right
0 Thru
0 Left
1 OutTotal In
0 1 1
Left
6 Thru
390
Right
0 Out TotalIn
493 396 889
Left
17 Thru
0 Right
2 TotalOut In
158 19 177
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 08:00 AM 08:00 AM
+0 mins. 0 124 21 145 0 0 0 0 1 75 0 76 3 0 0 3
+15 mins. 0 103 42 145 0 0 0 0 0 93 0 93 3 0 1 4
+30 mins. 0 127 48 175 0 0 0 0 3 107 0 110 2 0 0 2
+45 mins. 0 136 41 177 1 0 0 1 2 115 0 117 9 0 1 10
Total Volume 0 490 152 642 1 0 0 1 6 390 0 396 17 0 2 19 % App. Total 0 76.3 23.7 100 0 0 1.5 98.5 0 89.5 0 10.5 PHF .000 .901 .792 .907 .250 .000 .000 .250 .500 .848 .000 .846 .472 .000 .500 .475 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 66 0 66 0 0 0 0 0 35 0 35 0 0 1 1 102
07:15 AM 0 96 3 99 0 0 0 0 0 38 0 38 0 0 0 0 137
07:30 AM 0 128 3 131 0 0 0 0 0 64 0 64 3 0 0 3 198
07:45 AM 0 101 17 118 0 0 0 0 1 88 0 89 2 0 0 2 209
Total 0 391 23 414 0 0 0 0 1 225 0 226 5 0 1 6 646
08:00 AM 0 120 21 141 1 0 0 1 1 72 0 73 3 0 0 3 218
08:15 AM 0 101 42 143 0 0 0 0 0 89 0 89 2 0 1 3 235
08:30 AM 0 126 46 172 0 0 0 0 2 104 0 106 2 0 0 2 280
08:45 AM 0 136 41 177 0 0 0 0 2 109 0 111 9 0 1 10 298
Total 0 483 150 633 1 0 0 1 5 374 0 379 16 0 2 18 1031
Grand Total 0 874 173 1047 1 0 0 1 6 599 0 605 21 0 3 24 1677 Apprch % 0 83.5 16.5 100 0 0 1 99 0 87.5 0 12.5
Total % 0 52.1 10.3 62.4 0.1 0 0 0.1 0.4 35.7 0 36.1 1.3 0 0.2 1.4 Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 120 21 141 1 0 0 1 1 72 0 73 3 0 0 3 218
08:15 AM 0 101 42 143 0 0 0 0 0 89 0 89 2 0 1 3 235
08:30 AM 0 126 46 172 0 0 0 0 2 104 0 106 2 0 0 2 280
08:45 AM 0 136 41 177 0 0 0 0 2 109 0 111 9 0 1 10 298
Total Volume 0 483 150 633 1 0 0 1 5 374 0 379 16 0 2 18 1031 % App. Total 0 76.3 23.7 100 0 0 1.3 98.7 0 88.9 0 11.1 PHF .000 .888 .815 .894 .250 .000 .000 .250 .625 .858 .000 .854 .444 .000 .500 .450 .865 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
150
Thru
483
Left
0 InOut Total
390 633 1023
Right
0 Thru
0 Left
1 OutTotal In
0 1 1
Left
5 Thru
374
Right
0 Out TotalIn
486 379 865
Left
16 Thru
0 Right
2 TotalOut In
155 18 173
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 120 21 141 1 0 0 1 1 72 0 73 3 0 0 3
+15 mins. 0 101 42 143 0 0 0 0 0 89 0 89 2 0 1 3
+30 mins. 0 126 46 172 0 0 0 0 2 104 0 106 2 0 0 2
+45 mins. 0 136 41 177 0 0 0 0 2 109 0 111 9 0 1 10
Total Volume 0 483 150 633 1 0 0 1 5 374 0 379 16 0 2 18 % App. Total 0 76.3 23.7 100 0 0 1.3 98.7 0 88.9 0 11.1 PHF .000 .888 .815 .894 .250 .000 .000 .250 .625 .858 .000 .854 .444 .000 .500 .450 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 1 0 1 0 0 0 0 0 6 0 6 0 0 0 0 7
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 3 1 4 0 0 0 0 0 2 0 2 0 0 0 0 6
Total 0 5 1 6 0 0 0 0 0 9 0 9 0 0 0 0 15
08:00 AM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
08:15 AM 0 2 0 2 0 0 0 0 0 4 0 4 1 0 0 1 7
08:30 AM 0 0 2 2 0 0 0 0 1 2 0 3 0 0 0 0 5
08:45 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 5
Total 0 5 2 7 0 0 0 0 1 14 0 15 1 0 0 1 23
Grand Total 0 10 3 13 0 0 0 0 1 23 0 24 1 0 0 1 38
Apprch % 0 76.9 23.1 0 0 0 4.2 95.8 0 100 0 0
Total % 0 26.3 7.9 34.2 0 0 0 0 2.6 60.5 0 63.2 2.6 0 0 2.6 Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
08:15 AM 0 2 0 2 0 0 0 0 0 4 0 4 1 0 0 1 7
08:30 AM 0 0 2 2 0 0 0 0 1 2 0 3 0 0 0 0 5
08:45 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 5
Total Volume 0 5 2 7 0 0 0 0 1 14 0 15 1 0 0 1 23
% App. Total 0 71.4 28.6 0 0 0 6.7 93.3 0 100 0 0
PHF .000 .417 .250 .583 .000 .000 .000 .000 .250 .700 .000 .750 .250 .000 .000 .250 .821 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
2 Thru
5 Left
0 InOut Total
15 7 22
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
1 Thru
14 Right
0 Out TotalIn
5 15 20
Left
1 Thru
0 Right
0 TotalOut In
3 1 4
Peak Hour Begins at 08:00 AM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0
+15 mins. 0 2 0 2 0 0 0 0 0 4 0 4 1 0 0 1
+30 mins. 0 0 2 2 0 0 0 0 1 2 0 3 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0
Total Volume 0 5 2 7 0 0 0 0 1 14 0 15 1 0 0 1
% App. Total 0 71.4 28.6 0 0 0 6.7 93.3 0 100 0 0
PHF .000 .417 .250 .583 .000 .000 .000 .000 .250 .700 .000 .750 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
0 Thru
1 Left
0 InOut Total
0 1 1
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
0 Right
0 Out TotalIn
1 0 1
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 100 0 0 0 0 0 0 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo AM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
0 Thru
1 Left
0 InOut Total
2 1 3
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
2 Right
0 Out TotalIn
1 2 3
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 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 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 96 5 101 0 1 0 1 0 130 0 130 5 0 1 6 238
04:15 PM 0 105 6 111 0 0 0 0 0 130 2 132 2 0 3 5 248
04:30 PM 1 123 10 134 0 0 0 0 0 128 0 128 2 0 2 4 266
04:45 PM 0 102 19 121 0 0 0 0 1 123 0 124 2 0 5 7 252
Total 1 426 40 467 0 1 0 1 1 511 2 514 11 0 11 22 1004
05:00 PM 0 107 10 117 1 0 0 1 1 128 0 129 7 0 2 9 256
05:15 PM 0 119 7 126 0 0 0 0 0 147 0 147 3 0 2 5 278
05:30 PM 1 90 6 97 0 0 0 0 1 154 0 155 2 0 2 4 256
05:45 PM 0 102 3 105 0 0 1 1 0 142 0 142 4 0 1 5 253
Total 1 418 26 445 1 0 1 2 2 571 0 573 16 0 7 23 1043
Grand Total 2 844 66 912 1 1 1 3 3 1082 2 1087 27 0 18 45 2047 Apprch % 0.2 92.5 7.2 33.3 33.3 33.3 0.3 99.5 0.2 60 0 40 Total % 0.1 41.2 3.2 44.6 0 0 0 0.1 0.1 52.9 0.1 53.1 1.3 0 0.9 2.2 Passenger Vehicles 2 833 62 897 1 1 1 3 3 1058 2 1063 27 0 18 45 2008 % Passenger Vehicles 100 98.7 93.9 98.4 100 100 100 100 100 97.8 100 97.8 100 0 100 100 98.1 Large 2 Axle Vehicles 0 6 4 10 0 0 0 0 0 19 0 19 0 0 0 0 29 % Large 2 Axle Vehicles
0 0.7 6.1 1.1 0 0 0 0 0 1.8 0 1.7 0 0 0 0 1.4
3 Axle Vehicles 0 4 0 4 0 0 0 0 0 1 0 1 0 0 0 0 5
% 3 Axle Vehicles 0 0.5 0 0.4 0 0 0 0 0 0.1 0 0.1 0 0 0 0 0.2 4+ Axle Trucks 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5
% 4+ Axle Trucks 0 0.1 0 0.1 0 0 0 0 0 0.4 0 0.4 0 0 0 0 0.2 Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 123 10 134 0 0 0 0 0 128 0 128 2 0 2 4 266
04:45 PM 0 102 19 121 0 0 0 0 1 123 0 124 2 0 5 7 252
05:00 PM 0 107 10 117 1 0 0 1 1 128 0 129 7 0 2 9 256
05:15 PM 0 119 7 126 0 0 0 0 0 147 0 147 3 0 2 5 278
Total Volume 1 451 46 498 1 0 0 1 2 526 0 528 14 0 11 25 1052 % App. Total 0.2 90.6 9.2 100 0 0 0.4 99.6 0 56 0 44 PHF .250 .917 .605 .929 .250 .000 .000 .250 .500 .895 .000 .898 .500 .000 .550 .694 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
46 Thru
451
Left
1 InOut Total
540 498 1038
Right
0 Thru
0 Left
1 OutTotal In
1 1 2
Left
2 Thru
526
Right
0 Out TotalIn
463 528 991
Left
14 Thru
0 Right
11 TotalOut In
48 25 73
Peak Hour Begins at 04:30 PM

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 05:00 PM 05:00 PM 04:15 PM
+0 mins. 1 123 10 134 1 0 0 1 1 128 0 129 2 0 3 5
+15 mins. 0 102 19 121 0 0 0 0 0 147 0 147 2 0 2 4
+30 mins. 0 107 10 117 0 0 0 0 1 154 0 155 2 0 5 7
+45 mins. 0 119 7 126 0 0 1 1 0 142 0 142 7 0 2 9
Total Volume 1 451 46 498 1 0 1 2 2 571 0 573 13 0 12 25 % App. Total 0.2 90.6 9.2 50 0 50 0.3 99.7 0 52 0 48 PHF .250 .917 .605 .929 .250 .000 .250 .500 .500 .927 .000 .924 .464 .000 .600 .694 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 1
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 96 5 101 0 1 0 1 0 127 0 127 5 0 1 6 235
04:15 PM 0 101 5 106 0 0 0 0 0 124 2 126 2 0 3 5 237
04:30 PM 1 123 8 132 0 0 0 0 0 123 0 123 2 0 2 4 259
04:45 PM 0 100 19 119 0 0 0 0 1 123 0 124 2 0 5 7 250
Total 1 420 37 458 0 1 0 1 1 497 2 500 11 0 11 22 981
05:00 PM 0 106 9 115 1 0 0 1 1 125 0 126 7 0 2 9 251
05:15 PM 0 119 7 126 0 0 0 0 0 144 0 144 3 0 2 5 275
05:30 PM 1 89 6 96 0 0 0 0 1 154 0 155 2 0 2 4 255
05:45 PM 0 99 3 102 0 0 1 1 0 138 0 138 4 0 1 5 246
Total 1 413 25 439 1 0 1 2 2 561 0 563 16 0 7 23 1027
Grand Total 2 833 62 897 1 1 1 3 3 1058 2 1063 27 0 18 45 2008 Apprch % 0.2 92.9 6.9 33.3 33.3 33.3 0.3 99.5 0.2 60 0 40 Total % 0.1 41.5 3.1 44.7 0 0 0 0.1 0.1 52.7 0.1 52.9 1.3 0 0.9 2.2 Temperance Avenue
Southbound
Floradora Avenue
Westbound
Temperance Avenue
Northbound
Floradora Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 123 8 132 0 0 0 0 0 123 0 123 2 0 2 4 259
04:45 PM 0 100 19 119 0 0 0 0 1 123 0 124 2 0 5 7 250
05:00 PM 0 106 9 115 1 0 0 1 1 125 0 126 7 0 2 9 251
05:15 PM 0 119 7 126 0 0 0 0 0 144 0 144 3 0 2 5 275
Total Volume 1 448 43 492 1 0 0 1 2 515 0 517 14 0 11 25 1035 % App. Total 0.2 91.1 8.7 100 0 0 0.4 99.6 0 56 0 44 PHF .250 .911 .566 .932 .250 .000 .000 .250 .500 .894 .000 .898 .500 .000 .550 .694 .941 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
43 Thru
448
Left
1 InOut Total
529 492 1021
Right
0 Thru
0 Left
1 OutTotal In
1 1 2
Left
2 Thru
515
Right
0 Out TotalIn
460 517 977
Left
14 Thru
0 Right
11 TotalOut In
45 25 70
Peak Hour Begins at 04:30 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 123 8 132 0 0 0 0 0 123 0 123 2 0 2 4
+15 mins. 0 100 19 119 0 0 0 0 1 123 0 124 2 0 5 7
+30 mins. 0 106 9 115 1 0 0 1 1 125 0 126 7 0 2 9
+45 mins. 0 119 7 126 0 0 0 0 0 144 0 144 3 0 2 5
Total Volume 1 448 43 492 1 0 0 1 2 515 0 517 14 0 11 25 % App. Total 0.2 91.1 8.7 100 0 0 0.4 99.6 0 56 0 44 PHF .250 .911 .566 .932 .250 .000 .000 .250 .500 .894 .000 .898 .500 .000 .550 .694 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
3 Thru
0 Left
0 InOut Total
9 3 12
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
9 Right
0 Out TotalIn
0 9 9
Left
0 Thru
0 Right
0 TotalOut In
3 0 3
Peak Hour Begins at 04:30 PM

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 2 2 0 0 0 0 0 4 0 4 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 1 1 0 0 0 0 0 2 0 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0
Total Volume 0 0 3 3 0 0 0 0 0 9 0 9 0 0 0 0
% App. Total 0 0 100 0 0 0 0 100 0 0 0 0
PHF .000 .000 .375 .375 .000 .000 .000 .000 .000 .563 .000 .563 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
0 Thru
2 Left
0 InOut Total
0 2 2
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
0 Right
0 Out TotalIn
2 0 2
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:30 PM

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 2 0 2 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 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 100 0 0 0 0 0 0 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_FSO_Temp_Flo PM
Site Code : 00322994
Start Date : 11/10/2022
Page No : 2
City of Fresno
N/S: Temperance Avenue
E/W: Floradora Avenue
Weather: Clear
Temperance Avenue
Floradora Avenue
Floradora Avenue
Temperance Avenue
Right
0 Thru
1 Left
0 InOut Total
2 1 3
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
2 Right
0 Out TotalIn
1 2 3
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:30 PM

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 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 1 0 1 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 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

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

Page 1 ends

Fresno City CouncilJuly 25, 2024

Fresno City Council
July 25, 2024