Fowler City Council
February 3, 2026

CITY COUNCIL MEETING
TUESDAY, FEBRUARY 03, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625 AGENDA
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City Council meetings are open to the public at the physical address listed above. There are numerous ways to participate in the City Council meetings: you may attend in person, you may appear by telephone as described below, or you may submit written comments via email to [email protected]. Please include your name and reference the agenda item you are commenting on, if any. Written comments received that do not specify an agenda item will be marked for the general public comment portion of the agenda. Emails received by 8:00 am on the date of the meeting will be provided to the City Council at the meeting and made part of the record of proceedings but will not be read aloud.

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https://us06web.zoom.us/j/86721318791?pwd=eZ7d1XEv7NfZMdl_5UApHS4axx8YA.ZHHdwGR0lz-8CZWk Telephone Number: (253) 215-8782
Meeting ID: 867 2131 8791
Passcode: 745905
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Any writing or document that is a public record and provided to a majority of the City Council regarding an open session item on the agenda will be made available for public inspection at City Hall, in the City Clerk's office, during normal business hours. In addition, such writings and documents may be posted on the City's website at https://fowlercity.org. 1 Resolutions and Ordinances - With respect to the approval of resolutions and ordinances, the reading of the title thereto shall be deemed a motion to waive a reading of the complete resolution or ordinance and unless there is a request by a Councilmember that the resolution or ordinance be read in full, further reading of the resolution or ordinance shall be deemed waived by unanimous consent of the Council.

1. MEETING CALLED TO ORDER

2. ROLL CALL

3. APPROVAL OF AGENDA

4. INVOCATION BY PASTOR WALLY ROBERTS OF ROSE OF SHARON CHURCH

5. PLEDGE OF ALLEGIANCE

6. CEREMONIAL PRESENTATIONS
A. Swearing In of Corporal Giovanni Alvarado

7. PUBLIC COMMENT
This portion of the meeting is reserved for persons desiring to address the Council on any matter not described on this agenda. Presentations are limited to 3 minutes per person and no more than 15 minutes per topic.

8. CONSENT CALENDAR
Items on the Consent Calendar are considered routine and include a recommended action from Staff and shall be acted on by one motion of the Council. If a Councilmember requests additional information or would like to pull an item for discussion, that item shall be pulled from the Consent Calendar and acted upon separately. A Councilmember may register an action on an individual item without pulling the item from the Consent Calendar. A motion to approve the Consent Calendar is deemed to include a motion to waive the full reading of any ordinance or resolution on the Consent Calendar. For adoption of ordinances, only those which received a unanimous vote of the Councilmembers present at introduction shall be eligible for placement on the Consent Calendar.
8A RATIFY Pay Warrants for February 3, 2026
8B APPROVE Minutes of the January 20, 2026 City Council Meeting 8C CONSIDER the following:
i. Approval of Supplemental Resolution No. 2798, related to the Sunnyside-South Northwest Reorganization.

9. CONTESTED CONSENT CALENDAR
Items pulled from the Consent Calendar will be heard individually immediately after action is taken on the Consent Calendar.
2 10. GENERAL ADMINISTRATION
Public Works
A Actions pertaining to the Street Sweeper purchase.
i. CONSIDER: Resolution No. 2823, a resolution approving the purchase of a new RAVO 5 Street Sweeper. Staff Recommendation: Approve Resolution No. 2823.
ii. CONSIDER: the purchase of a new Nitehawk Raptor II Gas Street Sweeper from Haaker Equipment in the amount of $190,882.90 and authorize the City Manager to execute the purchase. Staff Recommendation: Approve purchase of Nitehawk Raptor II Gas Street sweeper.

Planning
B DISCUSSION AND DIRECTION from City Council to staff on Economic Development Priorities and Initiatives for 2026.

C CONSIDER the following:
i. Open the public hearing, introduce and waiver of the first reading by title only of Ordinance No. 2026-01, prezoning Assessor’s Parcel Number 343-040-02 to the R-1-6 mapping designation, with an implementing zone district of R-3 (Medium Density Residential), and close the public hearing. Staff Recommendation:

Approve Ordinance No. 2026-01; and
ii. Resolution No. 2824 finding that Planning Project No. 25-19 is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines Section 15183. Staff Recommendation: Approve Resolution No. 2824; and
iii. Initiating annexation of Assessor’s Parcel Number 343-040-02.

11. STAFF COMMUNICATIONS

12. COUNCILMEMBER REPORTS AND COMMENTS

13. ADJOURN
Next Ordinance No. 2026-02
Next Resolution No. 2825
CERTIFICATION: I, Angela Vasquez, City Clerk of the City of Fowler, California, hereby certify that the foregoing agenda was posted for public review on Thursday, January 29, 2026.

Angela Vasquez, CPMC
City Clerk
3 CHECK NUMBERS CHECK DATES AMOUNT

ACCOUNTS PAYABLE CHECKS
Regular checks 45989-46054 January 14- January 21 $ 1,773,087.57 TOTAL ACCOUNTS PAYABLE CHECKS $ 1,773,087.57

PAYROLL COSTS
First January Bi-Weekly Payroll $ 141,208.09
Second January Bi-Weekly Payroll $ 141,240.57
TOTAL PAYROLL COSTS $ 282,448.66
TOTAL CASH DISBURSEMENTS $ 2,055,536.23
NOTE:

CITY OF FOWLER

WARRANTS LIST
February 3, 2026
4 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 01/14/2026 CITY OF FOWLER VENCHK11
TIME: 18:26:14 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 45989 1001 01/14/26 11689 A & C TIRE SERVICE 5205 STREET FLEET F350 773.60 45990 1001 01/14/26 10007 ALERT-O-LITE, INC 5120 SMALL TOOLS WATER 81.78 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5715 DJI DRONE/ACCESORIES 1,837.00 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5200 FRONT SIGHT MAG TOOL 7.24 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5110 NNO 32.33 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5100 WATER SUPPLIES 17.43 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5110 OFFICE SUPPLIES 19.52 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5710 STREET IMPROV 55.45 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5100 WATER SUPPLIES 23.96 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5110 BULLETIN BOARD 348.63 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5110 BULLETIN BOARD 348.63 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5110 HALLOWEEN EVENT 29.98 45991 1001 01/14/26 14519 AMAZON CAPITAL SERVICES 5205 FLEET STREETS 28.60 TOTAL CHECK 2,748.77
45992 1001 01/14/26 15382 BEAR ELECTRICAL SOLUTIONS 5202 TRAFFIC SIGNAL MAINT 180.00 45992 1001 01/14/26 15382 BEAR ELECTRICAL SOLUTIONS 5202 TRAFFIC SIGNAL MAINT 1,264.00 TOTAL CHECK 1,444.00
45993 1001 01/14/26 10025 BUFORD OIL COMPANY 5210 GAS 114.74 45994 1001 01/14/26 11291 THE BUSINESS JOURNAL 5150 SUMMARY ORDINANCE 210.00 45994 1001 01/14/26 11291 THE BUSINESS JOURNAL 5150 NOTICE OF PUBLIC HEAR 420.00 TOTAL CHECK 630.00
45995 1001 01/14/26 11792 CA BUILDING STANDARDS COM 5272 CA BSASRF OCT25-DEC25 348.30 45996 1001 01/14/26 14131 SWEEPING CORP OF AMERICA 5220 LEAF SERVICE DEC25 7,050.00 45996 1001 01/14/26 14131 SWEEPING CORP OF AMERICA 5220 STREET SWEEP DEC25 3,950.00 45996 1001 01/14/26 14131 SWEEPING CORP OF AMERICA 5220 SWEEP WSTE MGMT YRD 900.00 TOTAL CHECK 11,900.00
45997 1001 01/14/26 14356 COMCAST 5160 JAN26 SERVICE 51.64 45998 1001 01/14/26 15371 CRISTO MILAN 5202 GATE REPAIR 250.00 45998 1001 01/14/26 15371 CRISTO MILAN 5202 GATE REPAIR 275.00 45998 1001 01/14/26 15371 CRISTO MILAN 5202 GATE REPAIR 275.00 TOTAL CHECK 800.00
45999 1001 01/14/26 15170 DATAPILOT 5230 RENEWAL SOFTWARE 3,295.00 46000 1001 01/14/26 15423 DAVID KOONS 5260 AQUA SIERRA FATORY AC 393.33 46001 1001 01/14/26 10088 DEPARTMENT OF CONSERVATIO 5220 CASEISMIC OCT25-DEC25 1,113.33 46002 1001 01/14/26 13275 FERGUSON WATERWORKS #1423 5710 WATER METER 5,449.40 46002 1001 01/14/26 13275 FERGUSON WATERWORKS #1423 5710 WATER METER 1,708.35 46002 1001 01/14/26 13275 FERGUSON WATERWORKS #1423 5195 WATER SUPPLIES 52.79 TOTAL CHECK 7,210.54
46003 1001 01/14/26 14243 FOWLER ACE HARDWARE 5100 CM SOCKT 8.27 46004 1001 01/14/26 11760 FRESNO COUNTY SHERIFFS OF 5271 DISPATCHING SERVICES 11,507.98 5 Section 8, Item 8A
SUPERION PAGE NUMBER: 2
DATE: 01/14/2026 CITY OF FOWLER VENCHK11
TIME: 18:26:14 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46005 1001 01/14/26 10759 GLASCO GENERAL ENGINEERIN 5710 HARRIS PARK 6,400.00 46006 1001 01/14/26 14238 INFOSEND, INC 5621 UTILITY BILL DEC25 1,997.84 46006 1001 01/14/26 14238 INFOSEND, INC 5621 MONTH MAINT DEC25 588.78 TOTAL CHECK 2,586.62
46007 1001 01/14/26 15215 LEES SERVICE 5205 BRAKES + ROTORS 1,358.68 46008 1001 01/14/26 10201 METRO UNIFORM & ACCESSORI 5086 102.84 102.84 46008 1001 01/14/26 10201 METRO UNIFORM & ACCESSORI 5086 JACKET 174.35 46008 1001 01/14/26 10201 METRO UNIFORM & ACCESSORI 5086 PATCH SEWING 6.54 TOTAL CHECK 283.73
46009 1001 01/14/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 485.92 46010 1001 01/14/26 10237 P G & E - SACRAMENTO 5170 325 S 5TH 1/7/26 205.25 46011 1001 01/14/26 15233 PRIMO BRANDS 5121 WTR SVC 77.25 46011 1001 01/14/26 15233 PRIMO BRANDS 5121 WTR SVC 77.25 46011 1001 01/14/26 15233 PRIMO BRANDS 5121 WTR SVC 77.25 46011 1001 01/14/26 15233 PRIMO BRANDS 5121 WTR SVC 77.26 TOTAL CHECK 309.01
46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH COMM DEV 9.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH PD 243.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH STREETS 45.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH COMM DEV 9.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH PD 225.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH STREETS 9.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CAR WASH PD 342.00 46012 1001 01/14/26 11489 SHOP N GO, INC. 5205 CARWASH COMM DEV 9.00 TOTAL CHECK 891.00
46013 1001 01/14/26 10518 SIGNMAX! 5195 SUPPLIES STREETS 72.87 46014 1001 01/14/26 10289 SOUTH COUNTY VETERINARY H 5220 DISPOSAL OF ANIMAL 110.00 46015 1001 01/14/26 10763 SUNBELT RENTALS 5182 HOSES 1,574.12 46016 1001 01/14/26 13048 SWRCB ACCOUNTING OFFICE 5176 ANN FEE WATER SYST 565.00 46017 1001 01/14/26 13137 TOWNSEND PUBLIC AFFAIRS 5220 CONSULTING DEC25 4,000.00 46018 1001 01/14/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 1/8/26 46.07 46018 1001 01/14/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 1/8 107.86 46018 1001 01/14/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 1/8 107.87 TOTAL CHECK 261.80
46019 1001 01/14/26 11073 UNITED RENTALS 5182 TRASH PUMP 669.11 46020 1001 01/14/26 10001 WASTE MANAGEMENT CA 5202 SUNNYSIDE & DUSTIN 249.22 TOTAL FUND 62,443.61
TOTAL REPORT 62,443.61
6 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 01/21/2026 CITY OF FOWLER VENCHK11
TIME: 17:15:13 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46021 1001 01/21/26 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 1/13/26 90.00 46021 1001 01/21/26 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 1/13/26 95.00 TOTAL CHECK 185.00
46022 1001 01/21/26 13597 ADVENTIST HEALTH 5310 ALCOHOL/DRUG BLOOD 550.00 46023 1001 01/21/26 10007 ALERT-O-LITE, INC 5195 SUPPLIES STREETS 4.65 46023 1001 01/21/26 10007 ALERT-O-LITE, INC 5130 JACKET SILVAS 52.64 TOTAL CHECK 57.29
46024 1001 01/21/26 15151 ALL HAZARD EHS, INC. 5300 AC PIPE/SILCA TRN 833.33 46024 1001 01/21/26 15151 ALL HAZARD EHS, INC. 5300 AC PIPE/SILCA TRN 833.33 46024 1001 01/21/26 15151 ALL HAZARD EHS, INC. 5300 AC PIPE/SILCA TRN 833.34 TOTAL CHECK 2,500.00
46025 1001 01/21/26 14519 AMAZON CAPITAL SERVICES 5110 REC SUPPLIES 439.45 46025 1001 01/21/26 14519 AMAZON CAPITAL SERVICES 5110 REC SUPPLIES 648.71 TOTAL CHECK 1,088.16
46026 1001 01/21/26 15088 AT&T MOBILITY 5220 TOWER SEARCH 70.00 46026 1001 01/21/26 15088 AT&T MOBILITY 5220 TOWER SEARCH 120.00 TOTAL CHECK 190.00
46027 1001 01/21/26 12654 COMCAST 5160 INTERNET 746.89
46028 1001 01/21/26 14429 CORE & MAIN 5195 GALV FITTINGS 252.00 46029 1001 01/21/26 10104 FPOA 2045 EMP DED 01/09/06 225.00 46030 1001 01/21/26 10759 GLASCO GENERAL ENGINEERIN 5710 HARRIS PARK 35,500.00 46031 1001 01/21/26 13127 HEALTHWISE SERVICES 5220 SHARPS/PHARM 448.94 46032 1001 01/21/26 15118 INDUSTRIAL ELECTRIC 5206 WELL 6 GEN SVC 3,304.14 46033 1001 01/21/26 15061 JB ELECTRIC 5185 ELECTRICAL PLANNING 230.43 46034 1001 01/21/26 14436 JTS TRUCK REPAIR 5205 VEHICLE MAINT 278.00 46035 1001 01/21/26 14919 LIBERTY CHEMICAL EQUIPMEN 5710 SCADA 911.14 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES DEC25 1,369.00 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES EDC25 3,969.50 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES DEC25 1,003.00 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES DEC25 25.00 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES DEC25 250.00 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES DEC25 50.00 46036 1001 01/21/26 10194 LOZANO SMITH 5620 LEGAL SERVICES DEC25 1,278.00 TOTAL CHECK 7,944.50
46037 1001 01/21/26 10203 MID VALLEY PACKAGING & SU 5185 JANITOR SUPPLIES 164.12 46037 1001 01/21/26 10203 MID VALLEY PACKAGING & SU 5185 JANITOR SUPPLIES 164.12 46037 1001 01/21/26 10203 MID VALLEY PACKAGING & SU 5185 JANITOR SUPPLIES 164.12 46037 1001 01/21/26 10203 MID VALLEY PACKAGING & SU 5185 JANITOR SUPPLIES 164.12 46037 1001 01/21/26 10203 MID VALLEY PACKAGING & SU 5185 JANITOR SUPPLIES 164.13 TOTAL CHECK 820.61
7 Section 8, Item 8A
SUPERION PAGE NUMBER: 2
DATE: 01/21/2026 CITY OF FOWLER VENCHK11
TIME: 17:15:13 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46038 1001 01/21/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 107.36 46038 1001 01/21/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES PARKS 32.53 TOTAL CHECK 139.89
46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 217.06 46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 429.02 46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 221.98 46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 134.12 46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 70.66 46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 86.76 46039 1001 01/21/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 42.86 TOTAL CHECK 1,202.46
46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 ADAMS/TEMP 1/14/26 207.10 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 WALTER/FRES 1/14/26 15.47 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 128 S 5TH 12/30/25 370.26 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 128 S 5TH 12/30/25 312.39 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 1291 W SOUTH 12/30/25 9.53 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 212 E MERCED 12/30/25 632.47 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 2831 E MANN 12/30/25 102.82 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 4218 GLDNSTAT 12/30/2 38.89 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 500 E MERCED 941.28 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 500 E MERCED 12/30/25 419.93 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 55TH/FRESNO 12/30/25 722.22 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO 12/30/25 17.41 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO 12/30/25 10.13 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 7TH/TULARE 12/30/25 51.11 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 95 E ADAMS 12/30/25 872.63 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 9TH/MERCED 12/30/25 60.93 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 ADAMS/5TH 12/30/25 55.08 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 GLDNST B 12/30/25 121.27 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 MAIN/5TH 12/30/25 23.82 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 MERCED/6TH 12/30/25 9.53 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 MERCED/7TH 12/30/25 17.91 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 SESWNW231521 12/30/25 3,117.53 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 TEMP/GLDN 12/30/25 1,927.28 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 TRACT 5834 1/14/26 62.92 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 SOUTH & SUNNY 1/14/26 217.03 46040 1001 01/21/26 10237 P G & E - SACRAMENTO 5170 TRACT 5212 1/14/26 132.26 TOTAL CHECK 10,469.20
46041 1001 01/21/26 15180 PEAC SOLUTIONS 5180 SERVICES JAN 26 1,515.43 46042 1001 01/21/26 12384 PITNEY BOWES GLOBAL FINAN 5100 11/28/25-2/27/26 340.98 46043 1001 01/21/26 14479 RG POWER 5205 FLEET PARKS 50.11 46044 1001 01/21/26 10296 STAPLES CREDIT PLAN 5225 OFFICE SUPPLIES 111.22 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 152.56 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 157.79 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 358.87 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 462.09 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 43.66 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 49.67 8 Section 8, Item 8A
SUPERION PAGE NUMBER: 3
DATE: 01/21/2026 CITY OF FOWLER VENCHK11
TIME: 17:15:13 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 36.96 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 64.80 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 70.47 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 87.23 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 93.84 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 2046 DENTAL BENEFIT FEB26 1,333.27 46045 1001 01/21/26 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT FEB26 1,012.31 TOTAL CHECK 3,923.52
46046 1001 01/21/26 14995 TDG ENGINEERING INC 5220 SAFETY ACTION PLAN 3,390.00 46046 1001 01/21/26 14995 TDG ENGINEERING INC 5220 SAFETY ACTION PLAN 14,121.00 46046 1001 01/21/26 14995 TDG ENGINEERING INC 5220 SAFETY ACTION PLAN 12,518.44 46046 1001 01/21/26 14995 TDG ENGINEERING INC 5220 SAFETY ACTION PLAN 8,109.80 TOTAL CHECK 38,139.24
46047 1001 01/21/26 14065 THE WATER CONNECTION, INC 5195 SUPPLIES WATER 1,549.06 46048 1001 01/21/26 15314 UNIFIED FIELD SERVICES CO 5710 DWR ST GRNT WELL 9 1,527,185.18 46049 1001 01/21/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 1/15/26 71.73 46049 1001 01/21/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 1/8 97.79 46049 1001 01/21/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 1/8 97.78 46049 1001 01/21/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 1/15/26 35.93 TOTAL CHECK 303.23
46050 1001 01/21/26 10725 VERIZON WIRELESS 5160 CELL PHONE NOV-DEC 136.60 46051 1001 01/21/26 10001 WASTE MANAGEMENT CA 5205 GREEN WASTE DISPOSAL 175.38 TOTAL FUND 1,640,473.60
9 Section 8, Item 8A
SUPERION PAGE NUMBER: 4
DATE: 01/21/2026 CITY OF FOWLER VENCHK11
TIME: 17:15:13 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46052 1001 01/21/26 15029 VANIR CONSTRUCTION MANAGE 5710 PDHQ CM - OCT25 53,637.70 TOTAL FUND 53,637.70
10 Section 8, Item 8A
SUPERION PAGE NUMBER: 5
DATE: 01/21/2026 CITY OF FOWLER VENCHK11
TIME: 17:15:13 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 236 - ACTIVE TRNSPORT PLN (ATP)

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46053 1001 01/21/26 15213 4CREEKS 5710 ENGINEERING SERVICES 371.02 46053 1001 01/21/26 15213 4CREEKS 5710 ENGINEERING SERVICES 13,249.64 TOTAL CHECK 13,620.66
TOTAL FUND 13,620.66
11 Section 8, Item 8A
SUPERION PAGE NUMBER: 6
DATE: 01/21/2026 CITY OF FOWLER VENCHK11
TIME: 17:15:13 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 503 - TCP FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46054 1001 01/21/26 10024 BSK ASSOCIATES 5220 WELL 7 TCP 2,912.00 TOTAL FUND 2,912.00
TOTAL REPORT 1,710,643.96
12 Section 8, Item 8A

CITY COUNCIL MEETING
TUESDAY, JANUARY 20, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625

MINUTES

1. MEETING CALLED TO ORDER
Mayor Mejia called the meeting to order at 6:00 P.M.

2. ROLL CALL

PRESENT
Juan Mejia
Amarjeet Gill
Leonard Hammer
Karnig Kazarian
Daniel Parra
City Staff Present: City Manager Reid, City Attorney Santos, Finance Director Banda, Community & Economic Development Director Flood, Police Chief Gularte, City Planner Marple, City Engineer Park, Public Works Director Rocha, City Clerk Vasquez

6. CEREMONIAL PRESENTATIONS
A. Dick and Mary Nikssarian 75th Wedding Anniversary Proclamation B. Swearing In of Police Chief Greg G. Gularte

7. PUBLIC COMMENT
Two members of the public spoke.

8. CONSENT CALENDAR
One member of the public spoke.

Motion made by Parra, Seconded by Kazarian.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
A. RATIFY Pay Warrants for January 20, 2026
B. APPROVE Minutes of the January 6, 2026 City Council Meeting 13 Section 8, Item 8B
C. ACTIONS PERTAINING TO: Abatement of 318 S. 8th Street i. CONSIDER, Resolution No. 2822, Approving a proposal for MAG Engineering, Inc. for the abatement of 318 S. 8th Street. Staff Recommendation: Approve Resolution No. 2822; and
ii. AUTHORIZE the City Manager to execute the proposal
D. APPROVE Application from Fowler Youth Football for Youth Recreation Organization Funding in the amount of $2,000

10. GENERAL ADMINISTRATION
City Manager
A. DISCUSSION AND DIRECTION: City Council compensation
Council directed staff to bring the item back at the next Council meeting for consideration and action.

Finance
B. CONSIDER, Resolution No. 2821, Approving and Adopting Budget Amendments for Various Funds for Fiscal Year 2025-2026. Staff Recommendation: Approve Resolution No. 2821
Motion made by Parra, Seconded by Hammer.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra

11. STAFF COMMUNICATIONS
Updates were given by Public Works Director Rocha, Community & Economic Development Director Flood, City Clerk Vasquez, City Planner Marple, City Engineer Park, Police Chief Gularte, and City Manager Reid.

12. COUNCILMEMBER REPORTS AND COMMENTS
Updates were given by Councilmember Kazarian, Mayor Pro Tem Gill, Councilmember Hammer, and Mayor Mejia.

13. CLOSED SESSION
Pursuant to Government Code Section
Public employee appointment/employment
Title: Assistant City Manager
The meeting went into closed session at 7:21 P.M.
14 Section 8, Item 8B

14. RECONVENE INTO OPEN SESSION AND REPORT ACTION
The meeting reconvened into open session at 7:30 P.M
There was no reportable action taken.

15. ADJOURN
Having no further business, the meeting was adjourned at 7:30 P.M. 15 Section 8, Item 8B

CITY COUNCIL OF THE CITY OF FOWLER

REPORT TO THE CITY COUNCIL
DATE: February 3, 2026
FROM: DAWN E. MARPLE, City Planner
SUBJECT: CONSIDER the following:
i. Approval of Supplemental Resolution No. 2798, related to the Sunnyside-South Northwest Reorganization.

EXECUTIVE SUMMARY
Staff recommends that the City Council initiate proceedings to detach approximately 39.17 acres of land at the northwest corner of East South Avenue and South Sunnyside Avenue from Consolidated Irrigation District (“CID”) as a part of the Sunnyside-South Northwest Reorganization.

BACKGROUND
At a regular meeting of the City Council on August 5, 2025, the City Council took several actions related to Vesting Tentative Subdivision Map (“VTSM”) No. 6501. The actions included the approval of VTSM No. 6501, approval of a Planned Development for VTSM No. 6501, prezoning Assessor’s Parcel Numbers 343-040-26, 343-040-89T, and 343-040-92T (collectively the “Project site”), initiating the annexation of the Project site, and finding that such actions are consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to California Environmental Quality Act (“CEQA”) Guidelines Section 15183 (“Project”).

At the end of the City Council meeting on August 5, 2025, the City Council adopted1the following:

1. Ordinance No. 2025-04, which found that the Project was absolved of further environmental analysis pursuant to CEQA Guidelines Section 15183, prezoned the Project site R-1-7/PD-3 (single-family residential/planned development), O (Open Space), and PF (Public Facilities), respectively, and amended Fowler Zoning Ordinance Section

9.145.040(B) to include an additional planned development overlay. 1 This Ordinance was introduced at the August 5, 2025, City Council meeting and was ultimately adopted at the August 19, 2025, regular meeting of the City Council.
16 Section 8, Item 8C

2. Resolution No. 2798, which found that the Project was absolved of further environmental analysis pursuant to CEQA Guidelines Section 15183, approved a Planned Development, approved VTSM No. 6501, and initiated the annexation of the Project site to the City of Fowler.

Specifically, Resolution No. 2798 requests that the Project site be “annexed into the City and the Selma-Kingsburg-Fowler County Sanitation District, and detached from the Kings River Resource Conservation District and Fresno County Fire Protection District” by the Local Agency Formation Commission of (“LAFCo”) Fresno County. However, upon annexing to the City of Fowler, the lands proposed for annexation must also detach from CID, which staff inadvertently omitted from the resolution.

ANALYSIS
In order to move the Project forward, the City must request that LAFCo detach the Project site from CID. The attached resolution will serve as a supplement to Resolution No. 2798, originally adopted by the City Council on August 5, 2025, and will be submitted to LAFCo with the application package.

ENVIRONMENTAL REVIEW
As mentioned above, the City Council adopted Resolution No. 2798, which included a finding that the Project was absolved of further environmental analysis pursuant to CEQA Guidelines Section 15183. The request to detach from CID, which should have been included in the original resolution initiating the reorganization and was accidentally omitted, does not change the CEQA determination of the original approval.

Attachments
- Attachment 1: Regional Vicinity Map
- Attachment 2: Aerial Map
- Attachment 3: Existing Zoning Map
- Attachment 4: Proposed Zoning Map
- Attachment 5: General Plan Land Use Map
- Attachment 6: Annexation Map
- Attachment 7: Resolution No. 2798
- Attachment 8: Supplemental Resolution No. 2798
17 Section 8, Item 8C
Attachment 1: Regional Vicinity Map
18 Section 8, Item 8C
Attachment 2: Aerial Map
19 Section 8, Item 8C
Attachment 3: Existing Zoning Map
20 Section 8, Item 8C
Attachment 4: Proposed Zoning Map
21 Section 8, Item 8C
Attachment 5: General Plan Land Use Map
22 Section 8, Item 8C
Attachment 6: Annexation Map
23 Section 8, Item 8C
Attachment 7: Resolution No. 2798
24 Section 8, Item 8C
25 Section 8, Item 8C
26 Section 8, Item 8C
27 Section 8, Item 8C
28 Section 8, Item 8C
29 Section 8, Item 8C
30 Section 8, Item 8C
31 Section 8, Item 8C
32 Section 8, Item 8C
33 Section 8, Item 8C
34 Section 8, Item 8C
35 Section 8, Item 8C
36 Section 8, Item 8C
RESOLUTION NO. 2798

A SUPPLEMENTAL RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

FOWLER REQUESTING THAT THE LOCAL AGENCY FORMATION COMMISSION OF FRESNO COUNTY UNDERTAKE PROCEEDINGS FOR THE SUNNYSIDESOUTH NORTHWEST REORGANIZATION WHEREAS, via adoption of Resolution No. 2798, incorporated herein by reference, the City of Fowler requested that the Local Agency Formation Commission of Fresno County initiate a proceeding pursuant to the Cortese Knox-Hertzberg Local Government Reorganization Act of 2000, Division 3, commencing with Government Code Section 56000, for the proposed Sunnyside-South Northwest Reorganization; and
WHEREAS, the specific changes of organization requested in Resolution No. 2798 consisted of a request for Assessor’s Parcel Numbers 343-040-26, 343-040-89T, and 343-040-92T (“Project site”) to be “annexed into the City and the Selma-Kingsburg-Fowler County Sanitation District, and detached from the Kings River Resource Conservation District and Fresno County Fire Protection District”; and
WHEREAS, the Project Site is situated within Consolidated Irrigation District (“CID”) and must be detached from CID as well; and
WHEREAS, the City Council, via Resoltion No. 2798 found that the annexation and subsequent development of the Project site, as described in Resolution No. 2798 and the entire administrative record, is absolved of further environmental analysis pursuant to California Environmental Quality Act Guidelines Section 15183; and WHEREAS, the City Council finds that detachment from CID does not materially change any of the description or analysis, nor change any of the determinations, adopted by the City Council via Resolution No. 2798.

NOW THEREFORE, BASED UPON THE ENTIRE RECORD OF THE PROCEEDINGS, THE FOWLER CITY COUNCIL HEREBY ADOPTS this Supplemental Resolution of Application and the Local Agency Formation Commission of Fresno County is hereby requested to initiate proceedings for the Sunnyside-South Northwest Reorganization in the manner prescribed by the Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000. 37 Section 8, Item 8C
PASSED, APPROVED AND ADOPTED this 3rd day of February 2026, at a regular meeting of the Fowler City Council by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
38 Section 8, Item 8C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 3, 2026
FROM: ERIC M. ROCHA, Public Works & Utilities Director
SUBJECT: Actions pertaining to the Street Sweeper purchase. i. CONSIDER: Resolution No. 2823, a resolution approving the purchase of a new RAVO 5 Street Sweeper. Staff Recommendation: Approve Resolution No. 2823.
ii. CONSIDER: the purchase of a new Nitehawk Raptor II Gas Street Sweeper from Haaker Equipment in the amount of $190,882.90 and authorize the City Manager to execute the purchase. Staff Recommendation: Approve purchase of Nitehawk Raptor II Gas Street sweeper.

EXECUTIVE SUMMARY
The purchase of a Nitehawk Raptor II Gas Street Sweeper will enhance the City’s street maintenance operations by providing reliable and efficient in-house sweeping capabilities. This equipment will improve scheduling flexibility, reduce reliance on contracted services, and support consistent street cleaning. The acquisition will result in cleaner streets, improved public health and safety, and reduced long-term maintenance costs, while strengthening the City’s ability to maintain its infrastructure and community appearance.

BACKGROUND
The City currently contracts with SCA (Sweeping Corp. of America) to provide street sweeping services. This contract is maintained on a month-to-month basis, and the annual cost of service has continued to increase each year. As part of the City’s ongoing efforts to improve operational efficiency, service reliability, and long-term cost control, staff have evaluated the feasibility of bringing street sweeping operations in-house.

To support this transition, the City proposes the purchase of a Nitehawk Raptor II gas-powered street sweeper. The equipment would be supplied by Haaker Equipment Company, a recognized municipal equipment vendor. By transitioning this service to City staff, the City will gain greater control over scheduling, service frequency, and response to localized needs while reducing dependency on external contractors.
39 Section 10, Item A
An overlap period is anticipated during which both City staff and SCA will continue providing street sweeping services. This transition period will allow staff to receive training, become fully proficient with the new equipment, and ensure uninterrupted service to the community.

The street sweeper will be procured through Sourcewell, a cooperative purchasing agency that provides competitively solicited contracts for government entities. The City of Fowler is a Sourcewell member, allowing the City to leverage an established procurement process that ensures pricing competitiveness and compliance with public purchasing requirements.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan Policies and Goals:

Goal LU-16a
Develop an ongoing improvement program for the downtown which maintains its unique character and provides an opportunity for a variety of services, retail uses, offices, and housing.

Policy CH-32a
Consider City vehicles and equipment as part of the Capital Improvement Program (CIP) process.

Policy CDES-11
Protect and enhance the downtown area as a critical element of Fowler’s identity and smalltown character.

Goal MOB-4
The circulation system is adequately maintained.

Policy MOB-20a
Identify economically feasible street and highway improvement and maintenance projects that will improve goods movement.

Goal ED-3
Fowler invests in necessary infrastructure, resources, and beautification to ensure the success of economic development strategies.

Policy ED-6
Encourage activities that attract participants to Fowler and promote economic development.

Goal PF-1
Fowler provides reliable public facilities, utilities, and community services that meet the needs of the existing community and planned growth.
40 Section 10, Item A

FISCAL IMPACT
The purchase of the street sweeper will not impact the City’s General Fund. Measure C funds will be used to procure the street sweeper and cover associated acquisition costs. Staff time associated with operating the unit for street sweeping services will be funded through Local Transportation Fund (LTF) Article 8 allocations. These funding sources allow the City to transition street sweeping services in-house while maintaining fiscal responsibility and avoiding additional General Fund obligations.

PROCUREMENT PROCESS
The City will utilize the cooperative purchasing framework established through Sourcewell. This approach allows the City to access competitively solicited contracts, ensuring the procurement process adheres to best practices and regulatory standards. By purchasing the equipment outright from Haaker Equipment, the City will streamline the acquisition process, enabling a swift implementation that enhances the City's ability to maintain clean and safe streets for the community, ultimately fostering improved public health and infrastructure management.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Resolution No. 2823
- Haaker Equipment Proposal
41 Section 10, Item A
RESOLUTION NO. 2823

A RESOLUTION OF THE COUNCIL OF THE CITY OF FOWLER

APPROVING THE PURCHASE OF A NEW STREET SWEEPER FOR FISCAL YEAR 2025/2026
WHEREAS, the FY 2025/2026 Annual Budget reflects the City of Fowler’s ongoing commitment to providing core services; and
WHEREAS, the FY 2025/2026 Annual Budget was approved by the City Council on July 1, 2025, by Resolution 2791, and any subsequent amendments must be approved by Resolution; and WHEREAS, the City Council previously approved a budget amendment by Resolution No. 2821 to provide additional appropriations funded by Measure C for the procurement of a new street sweeper to support Public Works operations; and
WHEREAS, the purchase of a new street sweeper is necessary to enhance service delivery, improve operational efficiency, and support the City’s transition toward in-house street sweeping services; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Fowler hereby affirms and adopts the budget amendment approved under Resolution No. 2821, to provide funding for the purchase of a new street sweeper within the FY 2025/2026 Annual Budget.

PASSED, APPROVED AND ADOPTED this 3rd day of February 2026, at a regular meeting of the Fowler City Council by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
42 Section 10, Item A
Eric Rocha Jacob Kirk
City of Fowler Haaker Total Clean
231 S. 5th St. 4490 S. K St.

Fowler, CA 93625 Tulare, CA 93274
Phone 559-378-7891
[email protected] Fax
559-815-9464 Email [email protected]
Nitehawk
Raptor II Gas

PROPOSAL/ORDER

SOURCEWELL/NJPA PRICING
Standard Equipment Includes
* Drivers Side Curb broom - Adjustable
* HD Front and Rear Bumper
* Variable Debris Sweeping Head
* Hopper Door Lift
* Hour Meter
* Curb Broom Accumulator Assist
* Industrial Grade Powder Coating
* No Clog Easy Service Screen
* Hopper Abrasion Plates
* GM Vortec 6.0L V-8, 14,500 GVWR

OPTION PRICE EACH QTY EXTENDED
PRICE
Raptor II (HD) 2025 Raptor II - 2025 Isuzu NPR HD (Gas) $154,980.15 1 $ 154,980.15 Dust Suppression Dust Suppression Water System - 100 Gallon Tank $1,799.00 1 $ 1,799.00 Passenger Broom Passenger Side Curb Broom - Vertical Digger, Independant Controls
$5,999.00 1 $ 5,999.00
PolySteel Broom(s) 75/25 Poly/Steel Curb Broom(s) Installed on Sweeper $250.00 1 $ 250.00 Side Suction Hose 6" Side Suction Hose - 10' Reach, Aluminum Nozzle and Handle
$1,299.00 1 $ 1,299.00
Back Up Alarm External Audible Alarm, connected to reverse position STD 1 STD Exterior Fire Ext Fire Extinguisher - Exterior Mount, 10lb, A/B/C Rated, Cover STD
1 STD
HD Front Bumper Heavy Duty Safey Bumper - 3/16" High Strength Steel, Padded
$999.00 1 $ 999.00
Magnets - Rear 16" Magnet Trays, Mounted to rear of sweeping head $998.00 1 $ 998.00 Bumper Strobes High Visibility Amber LED Flashers - 2 Front, 2 Rear STD 1 STD LED Flasher Bar High Visibility Amber LED Light Bar, Center Mounted STD 1 STD Multi View Camera Multi View Camera System - Dashboard Display, 3 Cameras
$1,999.00 1 $ 1,999.00
Traffic Advisor Low Profile SUPER LED Direction Flasher Bar, 30", In Cab Control
$1,679.00 1 $ 1,679.00
Work Light - Front Front Work Light - Wide Angle View 15" White LED Light Bar
$649.00 1 $ 649.00
Work Light - Rear Rear Work Light - Wide Angle View 15" White LED Light Bar
$649.00 1 $ 649.00
Machine Sub Total $ 171,300.15
Freight $3,900 $ 3,900.00
Subject to all applicable taxes Tax ###### $ 15,682.75
Machine Total $ 190,882.90
Special Instructions:

October 21, 2025
* Isuzu +NPR Chassis, AC, Radio, Power Doors and Windows * High Flow Cambered fan with lined fan housing
* Customizable User Interfaced Control Panel
* 5 cu. Yard stainless steel hopper
* Rubber lined blower housing
*17" LED Beacon bar
* LED Bumper Flashers
* Rear Storage Toolboxes - Lighted, Dual Side
* Hopper dump flap
Engine

DESCRIPTION
43 Section 10, Item A
Terms and Conditions
Prices subject to change without notice.

Terms:

Freight: FOB shipping point Prepaid and Add
All terms and conditions are subject to change and credit review.

Customer Number
Bill to Information
Company City of Fowler
Address 231 S. 5th St.

Fowler, CA 93625
Name Eric Rocha
Phone 559-815-9464
Ship to Information
Company City of Fowler
Address 231 S. 5th St.

Fowler, CA 93625
Name Eric Rocha
Phone 559-815-9464
Shipping Instructions
Customer Purchase Order No.
(please attach copy)
Eric Rocha 559-815-9464
Authorized Buyer (please print) Phone Number
Authorized Buyer Signature
Sales Representative Signature
Order Placement Information: To place your order, fill in PO# and customer signatures, call or fax to the numbers listed below. 44 Section 10, Item A

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 3, 2026
FROM: WYATT CZESHINSKI, Assistant City Planner
SUBJECT: CONSIDER the following:
i. Open the public hearing, introduce and waiver of the first reading by title only of Ordinance No. 2026-01, prezoning Assessor’s Parcel Number 343-040-02 to the R-1-6 mapping designation, with an implementing zone district of R-3 (Medium Density Residential), and close the public hearing. Staff Recommendation: Approve Ordinance No. 2026-01; and
ii. Resolution No. 2824 finding that Planning Project No. 25-19 is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines Section 15183. Staff Recommendation: Approve Resolution No. 2824; and
iii. Initiating annexation of Assessor’s Parcel Number 343-040-

02. EXECUTIVE SUMMARY
Planning Project No. 25-19 consists of an application which includes a subdivision map, a request to prezone the subject property, and a request to annex the subject property to the City of Fowler (“Project”).Vesting Tentative Subdivision Map (“VTSM”) No. 6520 proposes the subdivision of Assessor’s Parcel Number (“APN”) 343-040-02 (“Project site”), a parcel of approximately 39.67 acres, into 180 single family residential lots, park space, and a storm drainage basin, consistent with the development standards prescribed by the R-3 implementing zone district. The Project is consistent with the goals and policies of the City’s General Plan. Staff recommend that the City Council introduce and waive the first reading of Ordinance No. 2026-01 and adopt Resolution No. 2824.

BACKGROUND
Adrienne Burns of Yamabe & Horn Engineering, on behalf of Joseph Crown (“Applicant”), has proposed to subdivide an approximately 39.67-acre parcel into a single-family residential subdivision, comprising 180 lots, an 82,858 square foot (“sqft”) park space, and a 53,241 sqft 45 Section 10, Item C
storm drainage basin. The subject property is located at the southwest corner of East Sumner Avenue and South Sunnyside Avenue (APN 343-040-02), is designated as Medium Low Density Residential (“MLDR”) by the City’s General Plan, and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno. As a part of the Project, the Project site would be annexed to the City of Fowler and prezoned R-1-6, with an implementing zone district of R-3, consistent with the Project site’s MLDR land use designation. The Project site contains two existing single-family residences, with accessory buildings, and has previously been used for agricultural production. Any existing structures would be removed as a part of the Project.

The Project site is subject to a Williamson Act contract and as a result, this contract must be cancelled prior to the approval of the tentative subdivision map. The City Council may adopt a California Environmental Quality Act (“CEQA”) determination, prezone the site, and initiate annexation of the property, however the Council would be required to wait to approve the tentative subdivision map until the Williamson Act contract is tentatively cancelled by the County of Fresno.

At a Special meeting on January 8, 2026, the Planning Commission recommended that the City Council find that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines section 15183, prezone the subject property R-1-6 with an implementing zone district of R-3, initiate annexation of the subject property to the City of Fowler, and approve VTSM No. 6520 once the Project site’s Williamson Act has been tentatively cancelled with the County of Fresno.

ANALYSIS
General Plan Conformity
As discussed above, the Project site is designated MLDR by the City’s General Plan land use diagram. The Applicant has proposed the annexation of the site to the City of Fowler, requiring that the site be prezoned. The proposed prezoning designation is a mapping designation of R1-6, with an implementing zone district of R-3. According to Table 4-1 of the City of Fowler General Plan, the MLDR land use designation is consistent with the R-1-6 mapping zone district. At 4.54 dwelling units per acre, the proposed Project would also be developed within the density range required by the General Plan.

Public Infrastructure
The Project would have points of access onto East Sumner Avenue (2), South Sunnyside Avenue (1), and the future street of West Mott Avenue (2). Existing water and sewer infrastructure exists within the full extent of the Project’s South Sunnyside Avenue frontage, while existing water and sewer infrastructure only exists within a portion of the Project’s East Sumner Avenue frontage. As a part of the Project, the developer would be conditioned to extend water and sewer facilities to the full extent of it’s East Sumner Avenue frontage, being reimbursed for any costs in excess of its contribution. The interior of the subdivision would provide outlets dedicated for open space and storm drainage purposes. Outlots created and developed for these purposes would be dedicated in fee to the City. In addition to constructing interior roads to the City’s current local street standard, the Project would be required to construct it’s East Sumner Avenue and South Sunnyside Avenue frontages to City standards for a major collector street, as well as it’s portion of the West Mott Avenue frontage to the City’s local street standard.

Traffic Study
46 Section 10, Item C
The Project was required to prepare a Traffic Impact Analysis (“traffic study”) demonstrating the impact of the proposed development on roadways within the Project site’s vicinity. The traffic study included a recommendation that the Project pay its equitable fair share costs for future impacts to the intersections of Merced Street and State Route 99 southbound off-ramp and Merced Street and State Route 99 northbound on- and off-ramps (see Attachment 6). The recommended future mitigation for these two intersections is a roundabout for each intersection. According to the Project’s traffic study, the Project’s equitable fair share percentage is 21.5% (southbound) and 15.5% (northbound). Future installation of roundabouts at these two intersections would be required to be designed and constructed to the satisfaction of both Caltrans and the City Engineer.

Fowler Unified School District
Students residing at the Project site would attend Marshall Elementary (K-2), Fremont Elementary (3-5), Sutter Middle School (6-8), and Fowler High School (9-12). The student generation factor within Fowler Unified has ranged between 0.5 and 0.6 students per household, indicating that the proposed Project would generate approximately 90 to 108 students.

In accordance with State law, any new development is subject to school development fees as a condition of building permit issuance to offset potential impacts to schools. The 180 homes proposed throughout the development would be subject to school development fees on a persqft basis. These funds, in combination with bond financing authorized by District voters and State assistance, will provide facilities and reduce overcrowding in the long-term.

Vesting Tentative Subdivision Map
The proposed VTSM includes 180 single family residential lots, ranging from 5,000 sqft to 12,881 sqft in size. Proposed lots have been reviewed for conformance with the City of Fowler Subdivision Ordinance and the development standards of the R-3 implementing zone district, as outlined in the Fowler Zoning Ordinance.

Open Space
General Plan Policy OS-3 requires that single-family projects include 5% open space within the boundaries of the Project. Under the current proposal the Applicant would be required to develop approximately 1.98 acres of open space within proposed subdivision. The Project would include approximately 1.90 acres of parkland centered within the boundaries of the subdivision, while approximately 1.11 acres of trail alignment would be provided along the Project’s East Sumner Avenue and South Sunnyside Avenue street frontages. The proposed park space, plus the trail alignments would result in the Project meeting its open space requirement.

Fowler Municipal Code Design Standards
The Project is required and will be conditioned to comply with Section 9.120.060 (SingleFamily Residential Subdivision Design Standards) of the Fowler Zoning Ordinance. While the Applicant has not provided elevations for homes that would be constructed as a part of the Project, design would be required to meet City of Fowler’s Single-Family Residential Design Standards.

Annexation
The Fresno County Local Agency Formation Commission (LAFCo) requires that cities within Fresno County be developed with boundaries that occur in a logical manner which prevents 47 Section 10, Item C
the creation of jurisdictional islands. The Project site is currently contiguous to the Fowler city limits to the east and a portion of the Project site to the north.

Williamson Act Contract
As described above, the Project site is currently subject to a Williamson Act contract. This contract will be required to be cancelled prior to City Council approval of the VTSM.

Cancellation of a Williamson Act contract involves the payment of fees to the County of Fresno’s Assessor’s Office.

Zoning Code/Map Amendment Findings (Fowler Zoning Ordinance Section 9.110.070) Prior to approving an application for the prezoning of a site, the Approval Authority shall make all of the following findings:

1. The Zoning Code or Zoning Map Amendment is consistent with the intent of the goals and policies of the General Plan.

The Project would result in a residential subdivision developed on a site that meets the density requirements of the MLDR land use designation, for which the site is designated by the City’s General Plan. Prezoning of the site to the R-1-6 mapping zone district/R-3 implementing zone district would be consistent with the site’s MLDR land use designation. As a result, the Project is consistent with the City’s General Plan and its goals and policies.

2. The Zoning Code or Zoning Map Amendment prescribes reasonable controls and standards to ensure compatibility with other established uses.

The Project would result in the development of a single-family residential subdivision on land that is planned for such usage. Prezoning of the site consistent with the underlying land use designation would ensure that reasonable controls and standards are in place to ensure compatibility with other established uses, as is proposed by the Project.

3. The Zoning Code or Zoning Map Amendment provides reasonable property development rights while protecting environmentally sensitive land uses and species.

As proposed, the Project would be consistent with the City’s General Plan and General Plan Environmental Impact Report. Prezoning of the site consistent with the underlying General Plan designation, which the Project proposes, would ensure that reasonable property rights are preserved, while environmentally sensitive land uses and species are maintained at the same time. Any mitigations or policies aimed at reducing the impact of the buildout of the City’s General Plan would be applicable to the development of this Project.

4. The Zoning Code or Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.

The Project proposes to prezone the Project site consistent with the existing land use designation for the site, as prescribed by the City’s General Plan. Prezoning the site in 48 Section 10, Item C
this manner will ensure that development standards are required consistent with the type of development anticipated for the site. Requiring and enforcing these development standards will ensure protection of the general health, safety, and welfare of the community.

PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on January 23, 2026, which is at least ten (10) days prior to the public hearing. It was also sent via US Mail to property owners within 300 feet of the proposed Project.

ENVIRONMENTAL REVIEW
The first step in complying with CEQA is to determine whether the activity in question constitutes a “project” as defined by CEQA (Pub. Res. Code § 21000, et seq.; Cal. Code Regs.

Tit. 14, § 15000, et seq. [“CEQA Guidelines”].) The second step is to determine whether the project is subject to or exempt from CEQA. This Project qualifies as a project under CEQA because it involves the issuance of a “lease, permit, license, certificate, or other entitlement for use” as described in CEQA Guidelines section 15378, subdivision (a)(3). Development of the Project site into a residential subdivision qualifies as a “project” under CEQA.

The Project would result in the construction of a new residential subdivision on land that is planned for such usage. The Project aligns with the site’s MLDR General Plan land use designation and would qualify to be found consistent with the City’s General Plan Environmental Impact Report (“EIR”) under California Environmental Quality Act Guidelines Section 15183.

Accordingly, staff recommend that the City Council find that the Project is absolved from further environmental analysis, pursuant to CEQA Guidelines Section 15183. If the Project is approved, a Notice of Determination for the Project will be filed with the County Clerk and the State Clearinghouse.

GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan goals and policies:

General Plan Goal LU-1
Growth occurs logically and efficiently.

General Plan Goal LU-2
A wide range of housing types are available to accommodate all housing needs in the community.

General Plan Policy LU-1
Development shall occur in accordance with the planned land uses as shown on Figure 4-1:

Land Use Diagram.

General Plan Policy LU-4
The overall maximum density of the land use designation shall not be exceeded, except when a project is eligible for increased density as part of a Planned Unit Development or under the State Density Bonus Law.
49 Section 10, Item C
General Plan Policy LU-8
Annex land into the City in accordance with adopted growth management thresholds and reject proposals for annexation that do not comply with requirements of General Plan policies relating to orderly and contiguous development and provision of public services and facilities.

General Plan Policy CDES-26
Single family residential projects shall be designed in a way such that they enhance Fowler’s character.

General Plan Policy CDES-27
Discourage direct access to collector streets from single-family residential properties except where physical circumstances do not allow other design solutions.

General Plan Policy OS-3
Within single family residential projects, whether attached or detached, a minimum of 5% of the project site, not inclusive of existing or future major road rights-of-way, shall be developed with usable open space. Such open space shall be maintained by an assessment district, landscape/lighting district, homeowners' association, or other appropriate maintenance entity.

General Plan Policy OS-4
Usable open space areas, as required in Policy OS-3, may fulfill the requirements for parkland dedication, per the City’s Quimby Ordinance. To qualify, such land shall be dedicated to the City and meet the minimum established requirements for usable open space.

General Plan Policy OS-20
Require the planting of shade trees with substantial canopies within private development.

General Plan Goal MOB-1
Fowler’s streets are a safe and enjoyable environment for pedestrians, cyclists, motorists, and people of all ages and abilities.

General Plan Policy ED-5
Discourage passive land uses, underutilization of land, and vacant structures on available commercial sites.

FISCAL IMPACT
The Project, once ultimately approved after the cancellation of the site’s Williamson Act contract, would result in the collection of development impact fees for single-family residential projects in accordance with the most current development impact fee schedule at the time that the Project application was received by the City. Development of the site would also increase the assessed value of the property and therefore generate additional ongoing property tax revenue to the City.

CONFLICT OF INTEREST
No potential conflicts of interest are known to exist.

Attachments
- Attachment 1: Regional Vicinity Map
- Attachment 2: Aerial Map
50 Section 10, Item C
- Attachment 3: General Plan Land Use Map
- Attachment 4: Zoning Map
- Attachment 5: Vesting Tentative Subdivision Map No. 6520 - Attachment 6: Traffic Study
- Attachment 7: Ordinance No. 2026-01
- Attachment 8: Resolution No. 2824
51 Section 10, Item C
Attachment 1: Regional Vicinity Map
52 Section 10, Item C
Attachment 2: Aerial Map
53 Section 10, Item C
Attachment 3: General Plan Lan Use Map
54 Section 10, Item C
Attachment 4: Zoning Map
55 Section 10, Item C
Attachment 5: Vesting Tentative Subdivision Map No. 6520 56 Section 10, Item C
`
TRACT 6520
On the Southwest Quadrant of
Sumner Avenue and Sunnyside Avenue in the
City of Fowler, California

TRAFFIC IMPACT ANALYSIS
TIA 25-___
Prepared for:

Crown Homes
5320 E. Pine Avenue
Fresno, CA 93727
Prepared by:

Yamabe & Horn Engineering, Inc.
2985 N Burl Ave #101
Fresno, CA 93727
December 30, 2025
57 Section 10, Item C
`
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Traffic Impact Analysis
For Tract 6520 residential development located on the southwest quadrant of Sumner Avenue and Sunnyside Avenue
In the City of Fowler, CA
December 30, 2025
This Traffic Impact Study has been prepared under the direction of Brandon A. Broussard, P.E. Brandon A. Broussard attests to the technical information contained therein and has judged the qualifications of recommendations, conclusions, and decisions are based on City of Fowler guidelines, general engineering standards, and California/Federal laws.

Prepared by:

Brandon A. Broussard, P.E.

Principal Engineer
58 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Table of Contents

1.0 Introduction and Executive Summary ........................................................... Page 1

2.0 Project Scope .................................................................................................. Page 3

3.0 Study Area and Scenarios .............................................................................. Page 3

4.0 Level of Service and Thresholds .................................................................... Page 4

4.1 Level of Service ........................................................................................... Page 4

4.2 Signal Warrants ........................................................................................... Page 5

5.0 Existing Conditions Scenario ......................................................................... Page 6

5.1 Existing Roadway Network .......................................................................... Page 6

5.2 Existing Sumner Avenue PCI Condition ....................................................... Page 6

5.3 Safety Analysis of State Highway Facilities .................................................. Page 7

5.4 Existing Roadway Network .......................................................................... Page 7

5.5 Existing Conditions Analysis Results ........................................................... Page 8

6.0 Existing Plus Project Phase 1 Scenario ......................................................... Page 9

6.1 Transit Routes, Walkways and Bikeways Analysis ...................................... Page 9

6.2 Project Phase 1 Trip Generation .................................................................. Page 9

6.3 Existing Plus Project Phase 1 Analysis ......................................................... Page 10

7.0 Near Term Opening Scenario ......................................................................... Page 11

7.1 Near Term Opening Trip Generation ............................................................ Page 11

7.2 Near Term Opening Analysis Results ........................................................... Page 11

8.0 Near Term Build Out Scenario ......................................................................... Page 13

8.1 Near Term Build Out Trip Generation ........................................................... Page 13

8.2 Near Term Build Out Analysis Results .......................................................... Page 13

9.0 Year 2046 No Project Scenario ........................................................................ Page 16

9.1 Year 2046 No Project Analysis Results ........................................................ Page 16

10.0 Cumulative Year 2046 Plus Project Scenario ............................................... Page 18

10.1 Cumulative Year 2046 Plus Project Analysis Results.................................. Page 18

11.0 Queuing Analysis ........................................................................................... Page 20

12.0 Project’s Equitable Fair Share ....................................................................... Page 22

13.0 Conclusions and Recommendations ............................................................ Page 23

14.0 References ...................................................................................................... Page 25 59 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx List of Tables
Table I – Level of Service Criteria for Unsignalized Intersections ............................. Page 4 Table 2 – Level of Service Criteria for Signalized Intersections ................................ Page 5 Table 3 – Pavement Condition Index Result ............................................................. Page 7 Table 4 – SHS Collisions .......................................................................................... Page 7 Table 5 – Existing Conditions LOS ........................................................................... Page 8 Table 6 – Project Phase 1 Trip Generation ............................................................... Page 9 Table 7 – Existing Plus Project Phase 1 LOS ........................................................... Page 10 Table 8 – Approved and Pending Projects Trip Generation ...................................... Page 11 Table 9 – Near Term Opening Intersection LOS ....................................................... Page 12 Table 10 – Near Term Build Out Trip Generation ..................................................... Page 13 Table 11 – Near Term Build Out Intersection LOS ................................................... Page 14 Table 12 – Near Term Build Out Mitigation LOS ....................................................... Page 15 Table 13 – Year 2046 No Project LOS ..................................................................... Page 17 Table 14 – Year 2046 No Project Mitigation LOS ..................................................... Page 17 Table 15 – Cumulative Year 2046 Plus Project LOS ................................................ Page 19 Table 16 – Cumulative Year 2046 Plus Project Mitigation LOS ................................ Page 19 Table 17 – Queuing Results ..................................................................................... Page 20 Table 18 – Queuing Results (Continued) .................................................................. Page 21 Table 19 – Equitable Fair Shair ............................................................................... Page 22 List of Appendices
Appendix A – Figures
Appendix B – Scoping Letter
Appendix C – Traffic Counts
Appendix D – Synchro Reports
Appendix E – Fresno COG Models
Appendix F – Signal Warrants
Appendix G – Pavement Condition Index Worksheet and Photos 60 Section 10, Item C
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1.0 INTRODUCTION AND EXECUTIVE SUMMARY
This Traffic Impact Analysis (TIA) was prepared to assess the traffic impacts of the proposed Tract 6520 residential development (Project) located on the southwest quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler. The Project consists of two phases with Phase 1 developing 93 single family residential units and Phase 2 developing 87 single family residential units for a total of 180 single family residential units. Based on the information provided to YH, the Project land use is consistent with the City of Fowler adopted 2040 General Plan and thus will not require a General Plan Amendment. The Project site plan as shown in Figure 1 and Figure 2 shows the overall location of the Project and surrounding roadway network. Per conversations with City of Fowler Staff, the Project does not require a VMT analysis per the City of Fowler 2040 General Plan Draft Environmental Impact Report (EIR).

The scope of work was prepared in consultation with and approved by the City of Fowler, County of Fresno, and Caltrans in a letter dated May 7, 2025 (Appendix B). The scope of work identified the following intersection(s) to be studied for potential traffic impacts:

1. Clovis Avenue and Adams Avenue

2. Clovis Avenue and Sumner Avenue

3. Sunnyside Avenue and Sumner Avenue

4. Clovis Avenue and South Avenue

5. Sunnyside Avenue and South Avenue

6. Merced Street and Highway 99 SB Off-Ramp

7. Merced Street and Highway 99 NB Ramps

8. Fowler Avenue and Fresno Street

9. Fowler Avenue and South Avenue

10. Fowler Avenue and Highway 99 SB On-Ramp

11. Adams Avenue and Highway 99 SB Off-Ramp
Potential Level of Service (LOS) traffic impacts were evaluated per the City of Fowler Traffic Impact Analysis Guidelines (TIAG) dated January 2025. Per Section 3.3 of the City of Fowler TIAG, city roadway segments and intersections are encouraged to operate at LOS C or better.

LOS D may be allowed during peak hours at intersections of major streets, at State Route 99 interchanges, and along street segments where additional improvements are not feasible. The traffic impacts are as follows:

Existing Conditions
• All study intersections currently operate within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Existing Plus Project Phase 1
• All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 61 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 2 Near Term Opening (Phase 1 Plus Pending/Approved Projects) • All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operate at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects) • Merced Street and Highway 99 SB Off Ramp operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operate at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
o Mitigation Option 2: Install traffic signal with existing lane configurations.

Eastbound left turn lane to have protected phasing. This will improve the LOS to B in the AM peak hour and B in the PM peak hour.

Year 2046 No Project
• Merced Street and Highway 99 SB Off Ramp operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operate at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

Cumulative Year 2046 Plus Project
• Merced Street and Highway 99 SB Off Ramp operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operate at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to C in the AM peak hour and A in the PM peak hour.

Queuing Analysis
The City should consider right-turn and left-turn storage lengths analyzed in Section 11 of this TIA.
62 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 3 • Merced Street and Highway 99 SB Off Ramp westbound left turn lane experiences an existing deficiency in available storage during the AM and PM peak hours. This deficiency increases in the all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 150’ of storage which will not be achievable without affecting the available storage of the eastbound left turn lane at Merced Street and Highway 99 NB On-Off Ramp intersection. This is due to Merced Street’s short 250’ roadway segment between these two intersections.

Project’s Equitable Fair Share
It is recommended that the Project contribute its equitable fair share per Table 19 of this TIA for future improvements not covered by an existing impact fee program or grant funds.

2.0 PROJECT SCOPE
The scope of work was prepared in consultation with and approved by the City of Fowler, County of Fresno, and Caltrans in a letter dated May 7, 2025 (Appendix B). In addition to the scoping document, Caltrans requested a safety review of all State Highway System (SHS) facilities the Project adds trips to. The County of Fresno requested a Pavement Condition Index (PCI) evaluation of Sumner Avenue west of the project boundaries to Clovis Avenue. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project are also included with the TIA.

3.0 STUDY AREA AND SCENARIOS
The scope of work identified the following intersection(s) to be studied for potential traffic impacts.

The locations of the study intersections are shown in Figure 3.

1. Clovis Avenue and Adams Avenue

2. Clovis Avenue and Sumner Avenue

3. Sunnyside Avenue and Sumner Avenue

4. Clovis Avenue and South Avenue

5. Sunnyside Avenue and South Avenue

6. Sumner Avenue and Highway 99 SB Off-Ramp

7. Sumner Avenue and Highway 99 NB Ramps

8. Fowler Avenue and Fresno Street

9. Fowler Avenue and South Avenue

10. Fowler Avenue and Highway 99 SB On-Ramp

11. Adams Avenue and Highway 99 SB Off-Ramp
Scenarios to be Analyzed are as follows:

1. Existing Conditions

2. Existing Plus Project Phase 1

3. Near Term Opening (Phase 1 Plus Pending/Approved Projects)

4. Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects)

5. Cumulative Year 2046 No Project

6. Cumulative Year 2046 Plus Project
63 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 4 The time periods for the operational analysis are as follows:
• Weekday AM peak hour between 7:00 and 9:00 AM
• Weekday PM peak hour between 4:00 and 6:00 PM

4.0 LEVEL OF SERVICE AND THRESHOLDS

4.1 LEVEL OF SERVICE
The State of California no longer considers LOS as an environmental impact criteria under CEQA.

Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.

The City of Fowler General Plan and TIAG states that city roadway segments and intersections are encouraged to operate at LOS C or better. LOS D may be allowed during peak hours at intersections of major streets, at State Route 99 interchanges, and along street segments where additional improvements are not feasible. For the purposes of this study, the City of Fowler’s LOS thresholds will be applied to all study intersections. For the purposes of this traffic study, the LOS thresholds provided by the City of Fowler will be used.

Level of service analyses was performed for all the study intersections using Synchro 12 software which utilizes Highway Capacity Manual (HCM) 7 methodologies in its calculation of approach control delays.

For signalized and all-way stop controlled intersections, results of analyses of different scenarios will be presented showing the average control delay. For two-way stop controlled intersections, the worst-case scenario for one of the approaches will be presented as the result.

Table 1: Level of Service Criteria for Unsignalized Intersections Source: Highway Capacity Manual 7th Edition
Average Control Delay (s/veh) Level of Service
v/c ≤ 1.0
0-10 A
> 10-15 B
> 15-25 C
> 25-35 D
> 35-50 E
> 50 F
64 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 5 Table 2: Level of Service Criteria for Signalized Intersections Average
Control Delay
(s/veh)
Level of Service
By volume to
capacity ratio v/c
≤1.0
Description
0-10 A
Progression is very favorable, or cycle length is very
short. Most vehicles arrive during green signal and do
not stop.
> 10-20 B Progression is highly favorable, or cycle length is very short. More vehicles stop than with LOS A.
> 20-35 C
Progression is favorable or the cycle length is
moderate. The number of vehicles stopping is
significant, though many vehicles still pass through
without stopping.
> 35-55 D
Volume to capacity ratio is high and progression is
ineffective, or cycle lengths are long. Many vehicles
stop, and the proportion of vehicles not stopping
diminishes. Individual cycle failures are noticeable.
> 55-80 E
Volume to capacity ratio is high, progression is
unfavorable, and cycle lengths are long. Individual
cycle failures are frequent.
> 80 F Progression is very poor, and cycle lengths are long.

Most cycles fail to clear the queue.

Source: Highway Capacity Manual 7th Edition

4.2 SIGNAL WARRANTS
The investigation of the need for a traffic control signal at any intersection is standardized by California Manual on Uniform Traffic Control Devices (CAMUTCD) signal warrants. If the LOS of a study intersection with stop control falls below the acceptable LOS as defined in Section 4.1, traffic signal warrants were performed to explore the potential of a traffic signal as a mitigation measure. Per the City of Fowler TIAG, Signal warrants 1 (Eight-Hour Volume), 2 (Four-Hour Volume), 3 (Peak Hour), and 7 (Crash Experience) are to be performed. Due to the nature of the study and application of only AM and PM peak hour trips, signal warrants 1 and 2 can only be performed for the Existing Conditions scenario where 24-hour traffic counts have been obtained.

It is to be noted that the CAMUTCD states that ‘the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. 65 Section 10, Item C
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5.0 EXISTING CONDITIONS SCENARIO

5.1 EXISTING ROADWAY NETWORK
The existing conditions of the roadway network within the vicinity of the Project are described below. Roadway classifications were determined based on the City of Fowler General Plan.

Clovis Avenue: two-lane undivided arterial roadway running north and south. Highway 99 northbound and southbound interchange is located along Clovis Avenue north of Adams Avenue.

Adams Avenue: two-lane undivided arterial roadway running east and west. Highway 99 northbound on ramp and southbound off ramp is located on Adams Avenue midway between Clovis Avenue and Stearns Avenue.

Sumner Avenue: two-lane undivided collector roadway running east and west. Sumner Avenue becomes Merced Street east of the Fowler Avenue/Highway 99 southbound off ramp intersection.

Merced Street: two-lane undivided collector roadway running northeast and southwest. Merced Street becomes Sumner Avenue west of the Fowler Avenue/Highway 99 southbound off ramp intersection.

Sunnyside Avenue: two-lane local roadway running north and south. Portions of Sunnyside Avenue north of Sumner Avenue to Randy Avenue along more recent residential developments have been widened and have bike lanes.

Fowler Avenue: two-lane undivided arterial roadway running north and south from South Avenue to Fresno Street and then northwest and southwest from Fresno Street to Merced Street. Highway 99 SB on ramp exists on Fowler Avenue just southeast of Fresno Street.

South Avenue: two-lane undivided collector roadway running east and west. Highway 99 SB on ramp exists on Fowler Avenue just southeast of Fresno Street. Portions of South Avenue west of Fowler Avenue to Clovis Avenue along more recent residential developments have been widened and have bike lanes. A two-way left turn lane exists between Sandy Avenue and Hill Avenue.

Existing study intersection locations, lane configurations and intersection control are shown on Figures 3.

5.2 EXISTING SUMNER AVENUE PCI CONDITION
An on-site survey was conducted to determine the current PCI condition of Sumner Avenue from the western boundary of the Project location to Clovis Avenue. Two inspection locations were performed due to the length of the roadway segment. Overall, this stretch of Sumner Avenue contained substantial amounts of medium block cracking and medium to high severity alligator cracking. Most of the alligator cracking was found along the westbound travel lane. The result is an extremely poor PCI value of 12. The PCI survey worksheets and pavement condition photos can be found in Appendix G.
66 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 7 Table 3: Pavement Condition Index Result
Node Roadway Segment Limits PCI
1 Sumner Avenue Clovis Avenue to ±620
west of Sunnyside Avenue 12

5.3 SAFETY ANALYSIS OF STATE HIGHWAY FACILITIES
A safety analysis was performed for SHS study intersections. Yamabe and Horn requested collision data from Caltrans. Table 4 summarizes the collision data. All study intersections, except for Adams Avenue and Highway 99 southbound off ramp, have actual fatal collisions rates and actual total collisions rates that are below the average rates for similar facilities statewide.

Eight collisions were recorded at Adams Avenue and Highway 99 southbound off ramp between December 31, 2019, and December 31, 2024. The crash records indicate issues with speeding and improper turns resulting in rear ends, overturning, and hit objects.

Table 4: SHS Collisions
Intersection
Total No.
of
Collisions
ACTUAL
(per million vehicles)

AVERAGE
(per million vehicles)
Fatal
Collisions
Fatal +
Injury
Collisions
Total Fatal
Collisions
Fatal +
Injury
Collisions
Total
Merced St &
HWY 99 SB
Off Ramp
0 0.000 0.00 0.00 0.002 0.09 0.31
Merced St &
HWY 99 NB
Off Ramp
2 0.000 0.00 0.44 0.003 0.38 1.04
Merced St &
HWY 99 NB
On Ramp
1 0.000 0.00 0.15 0.002 0.25 0.63
Fowler Ave &
HWY 99 SB
On Ramp
4 0.000 0.62 0.62 0.003 0.38 1.04
Fowler Ave &
HWY 99 SB
On Ramp
9 0.000 0.98 4.40 0.006 0.41 1.26

5.4 EXISTING TRAFFIC COUNTS
Existing traffic counts were taken midweek during the months of May and June 2025 while Fowler Unified School District school year was in session and can be found in Appendix C. Existing peak hour traffic volumes are shown in Figure 4.
67 Section 10, Item C
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5.5 EXISTING CONDITIONS ANALYSIS RESULTS
The results of the existing conditions analysis are summarized in Table 5 and shown in Figure 5.

Under this scenario:
• All study intersections currently operates within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Table 5: Existing Conditions LOS
Node Intersection Peak
Hour
Existing
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 9.5 A
PM 11.5 B
2 Clovis Ave & Sumner Ave AM 11.5 B
PM 13.1 B
3 Sunnyside Ave & Sumner Ave AM 10.8 B
PM 11 B
4 Clovis Ave & South Ave AM 11.6 B
PM 12.3 B
5 Sunnyside Ave & South Ave
AM 9.9 A
PM 10.5 B
6 Merced St & HWY 99 SB Off Ramp AM 22.9 C
PM 15.1 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 26.2 D
PM 17.4 C
8 Fresno St & Fowler Ave AM 15.3 C
PM 13.9 B
9 Fowler Ave & South Ave AM 13.4 B
PM 12.5 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.1 B
PM 10.9 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
68 Section 10, Item C
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6.0 EXISTING PLUS PROJECT PHASE 1 SCENARIO
Phase 1 of the Project will develop 93 single family residential units. Figure 1 shows the latest Project Site Plan. Access to and from the Project site for Phase 1 will be provided at 3 locations.

Two access points are located along the south side of Sumner Avenue approximately 223 feet and 925 feet west of Sunnyside Avenue. One access point will be provided along the west side of Sunnyside Avenue approximately 460 feet south of Sumner Avenue. All access points will be full access. It is assumed that the existing surrounding roadway geometrics and traffic controls will remain in place for this scenario.

6.1 Transit Routes, Walkways and Bikeways Analysis
The Fresno County Rural Transit Agency (FCRTA) provides fixed-route bus services and ondemand transportation linking the City of Fowler with the cities of Selma, Kingsburg, and Fresno.

Currently, two bus stops exist in the City of Fowler which are located at 7th Street & Merced Street and at the Adventist Health/Valley Children’s Hospital across from 230 S 9th Street. No additional bus stop or routes are proposed with the Project.

The Project proposes the construction of ADA compliant sidewalks and access ramps throughout the internal Project site circulation as well as along the Project’s frontages along the south side of Sumner Avenue and the west side of Sunnyside Avenue. Bike lanes will also be constructed along said frontages, connecting to the City of Fowlers existing bike lanes along Sumner Avenue from Sunnyside Avenue to 8th Street and along Sunnyside Avenue north of Sumner Avenue.

6.2 PROJECT PHASE 1 TRIP GENERATION
Table 6 presents the project trip generation for Phase 1 of the Project. Phase 1 will generate approximately 877 total daily weekday trips, 66 AM peak hour trips, and 88 PM peak hour trips.

Figure 6 and Figure 7 show the Phase 1 Project trip distributions. Phase1 Project trip distributions were determined based on Fresno Council of Governments (FCOG) Project Select Zone modeling and engineering knowledge and judgement of existing surrounding travel patterns and land uses. FCOG model outputs can be found in Appendix E. Figure 8 presents the total existing plus Project Phase 1 trip volumes for the study intersections.

Table 6: Project Phase 1 Trip Generation
Land Use/Zoning Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 1 Single Family
Detached Homes
(ITE LU 937)

93.00 9.43 877 0.70 17 48 0.94 56 32
DU 25 / 75 63 / 37
TOTAL 17 48 56 32
69 Section 10, Item C
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6.3 EXISTING PLUS PROJECT PHASE 1 ANALYSIS RESULTS
The results of the Existing Plus Project Phase 1 analysis are summarized in Table 7 and shown on Figure 9.

Under this scenario:
• All study intersections operates within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Table 7: Existing Plus Project Phase 1 LOS
Node Intersection Peak
Hour
Existing plus
Project PH 1
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 9.7 A
PM 12.2 B
2 Clovis Ave & Sumner Ave AM 11.9 B
PM 14 B
3 Sunnyside Ave & Sumner Ave AM 11.2 B
PM 11.5 B
4 Clovis Ave & South Ave AM 11.6 B
PM 12.3 B
5 Sunnyside Ave & South Ave
AM 9.9 A
PM 10.5 B
6 Merced St & HWY 99 SB Off Ramp AM 24.9 C
PM 16 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 29 D
PM 18.8 C
8 Fresno St & Fowler Ave AM 15.4 C
PM 14 B
9 Fowler Ave & South Ave AM 13.4 B
PM 12.6 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.2 B
PM 10.9 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
70 Section 10, Item C
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7.0 NEAR TERM OPENING SCENARIO
The Near Term Opening assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown in Figure 3. Pending and approved project trips within a half mile of the Project site are added to the Near Term Opening traffic volumes.

7.1 NEAR TERM OPENING TRIP GENERATION
Table 8 lists the pending and approved projects provided by the City of Fowler to be included in this study along with their estimated trip generations. The pending and approved projects will generate an estimated total of 2,027 weekday trips, 142 AM peak hour trips, and 188 PM peak hour trips. Figure 10 shows pending and approved project trip distribution and Figure 11 shows the total Near Term Opening traffic volumes for the study intersections.

Table 8: Approved and Pending Projects Trip Generation
Land
Use/Zoning APN Size Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
CUP NO. 25-04
Low-rise
Multifamily
(ITE LU 220)
343-020-18 116.00 6.74 782 0.40 11 35 0.51 37 22
DU 24 / 76 63 / 37
Tract No. 6405*
Single-Family
Detached
Homes
(ITE LU 210)
345-010-25 34.00 9.43 321 0.70 6 18 0.94 20 12
DU 25 / 75 63 / 37
Tract No. 6501
Single-Family
Detached
Homes
(ITE LU 210)
343-040-26 103.00 9.43 971 0.70 18 54 0.94 61 36
DU 25 / 75 63 / 37
TOTAL 2,074 35 107 118 70
*Remaining units

7.2 NEAR TERM OPENING ANALYSIS RESULTS
The results of the Existing Plus Project Phase 1 analysis are summarized in Table 9 and shown in Figure 12.

Under this scenario:
• All study intersections operates within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 71 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 12 Table 9: Near Term Opening Intersection LOS
Node Intersection Peak
Hour
Near Term
Opening
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10 A
PM 13.1 B
2 Clovis Ave & Sumner Ave AM 12.4 B
PM 13.9 B
3 Sunnyside Ave & Sumner Ave AM 11.5 B
PM 12.2 B
4 Clovis Ave & South Ave AM 11.9 B
PM 13.2 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 31.1 D
PM 18.8 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 35 D
PM 21.7 C
8 Fresno St & Fowler Ave AM 15.8 C
PM 14.4 B
9 Fowler Ave & South Ave AM 14 B
PM 13.2 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
72 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 13

8.0 NEAR TERM BUILD OUT SCENARIO
The Near Term Build Out scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3.

Phase 2 Project trips are added to the Near Term Opening traffic volumes. Access to and from the Project site for Phase 2 will be provided at 3 locations. Phase 2 will construction a new two lane local street tentatively named Mott Avenue along the southern of limits of the Project site connecting to Sunnyside Avenue. Along the north side of Mott Avenue will be two points of access to the Project site. The first access will be located approximately 260 feet west of Sunnyside Avenue and the second access point will be located 1,000 feet west of Sunnyside Avenue. The access point constructed along the west side of Sunnyside with Phase 1 of the project will also be available to Phase 2 traffic. All access points will be full access.

8.1 NEAR TERM BUILD OUT TRIP GENERATION
Table 10 presents the project trip generation for Phase 2 of the Project. Phase 2 will generate approximately 877 total daily weekday trips, 61 AM peak hour trips, and 82 PM peak hour trips.

Figure 13 and Figure 14 shows Phase 2 Project trip distributions. Phase 2 Project trip distributions were based on Fresno Council of Governments (FCOG) Project Select Zone modeling and engineering knowledge and judgement of existing surrounding travel patterns and land uses. FCOG model outputs can be found in Appendix E. Figure 15 presents the total Near Term Build Out traffic volumes for the study intersections.

Table 10: Near Term Build Out Trip Generation
Land
Use/Zoning
Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 2 Single
Family
Detached
Homes
(ITE LU 937)

87.00 9.43 820 0.70 16 45 0.94 52 30
DU 25 / 75 63 / 37
TOTAL 16 45 52 30

8.2 NEAR TERM BUILD OUT ANALYSIS RESULTS
The results of the Near Term Build Out analysis are summarized in Table 11 and shown on Figure

16. Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. 73 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 14 The proposed mitigations for intersections operating below acceptable LOS are:

Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour. • Mitigation Option 2: Install traffic signal with existing lane configurations. Eastbound left turn lane to have protected phasing. Signal Warrant 3 (Peak Hour) is met. Signal Warrant 7 (Crash Experience) is not met due to having less than 5 crashes in a 12 month period. o This will improve the LOS to B in the AM peak hour and B in the PM peak hour.

LOS results of the proposed mitigations are shown in Table 12. It should be noted that the satisfaction of a traffic signal warrant shall not in itself require the installation of a traffic signal.

Table 11: Near Term Build Out Intersection LOS
Node Intersection Peak
Hour
Near Term
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.2 B
PM 13.8 B
2 Clovis Ave & Sumner Ave AM 12.6 B
PM 14.5 B
3 Sunnyside Ave & Sumner Ave AM 12 B
PM 13.5 B
4 Clovis Ave & South Ave AM 11.9 B
PM 13.2 B
5 Sunnyside Ave & South Ave
AM 10.2 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 35 D
PM 20.9 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 41.8 E
PM 23.3 C
8 Fresno St & Fowler Ave AM 15.8 C
PM 14.4 B
9 Fowler Ave & South Ave AM 14.1 B
PM 13.5 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
74 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 15 Table 12: Near Term Build Out Mitigation LOS
Node Intersection Peak
Hour
Near Term
Mitigated
Delay
(s) LOS
7 Merced St & HWY 99 NB On/Off Ramps
(Roundabout)
AM 12.1 B
PM 8.2 A
7 Merced St & HWY 99 NB On/Off Ramps
(Signalized)
AM 18.1 B
PM 13.1 B
75 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 16

9.0 YEAR 2046 NO PROJECT SCENARIO
The Year 2046 No Project scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3.

Existing traffic count volumes were projected to Year 2046 No Project volumes by utilizing the traffic growth calculated between the FCOG Base Year 2019 model and Cumulative Year 2046 model. Figure 17 presents the total Year 2046 No Project traffic volumes for the study intersections.

9.1 YEAR 2046 NO PROJECT ANALYSIS RESULTS
The results of the Year 2046 No Project analysis are summarized in Table 13 and shown in Figure

18. Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.

The proposed mitigations for intersections operating below acceptable LOS are:

Merced Street and Highway SB Off Ramp:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour. 76 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 17 Table 13: Year 2046 No Project LOS
Node Intersection Peak
Hour
2046 No
Project
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.2 B
PM 13.4 B
2 Clovis Ave & Sumner Ave AM 11.8 B
PM 14 B
3 Sunnyside Ave & Sumner Ave AM 11.7 B
PM 11.8 B
4 Clovis Ave & South Ave AM 12 B
PM 13.4 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.8 B
6 Merced St & HWY 99 SB Off Ramp AM 65.9 F
PM 21 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 61.8 F
PM 25.1 D
8 Fresno St & Fowler Ave AM 18.7 C
PM 15.8 C
9 Fowler Ave & South Ave AM 15 B
PM 13.7 B
10 Fowler Ave & HWY 99 SB On Ramp AM 12 B
PM 11.8 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.9 A
PM 10 B
Table 14: Year 2046 No Project Mitigation LOS
Node Intersection Peak
Hour
2046 No
Project
Mitigated
Delay
(s) LOS
6 Merced St & HWY 99 SB Off Ramp
(Roundabout)
AM 11.2 B
PM 8.1 A
7 Merced St & HWY 99 NB On/Off
Ramps
(Roundabout)
AM 14.9 B
PM 9.3 A
77 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 18

10.0 CUMULATIVE YEAR 2046 PLUS PROJECT SCENARIO
The Cumulative Year 2046 Plus Project scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3. Cumulative Year 2046 Plus Project traffic volumes were calculated by adding Phase 1 and Phase 2 Project trips to the Year 2046 No Project volumes. Figure 19 presents the total Cumulative Year 2046 Plus Project traffic volumes for the study intersections.

10.1 CUMULATIVE YEAR 2046 PLUS PROJECT ANALYSIS RESULTS The results of the Cumulative Year 2046 Plus Project analysis are summarized in Table 15 and shown on Figure 20.

Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.

The proposed mitigations for intersections operating below acceptable LOS are:

Merced Street and Highway SB Off Ramp:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to C in the AM peak hour and A in the PM peak hour. 78 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 19 Table 15: Cumulative Year 2046 Plus Project LOS
Node Intersection Peak
Hour
2046 Plus
Project
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.8 B
PM 15.2 C
2 Clovis Ave & Sumner Ave AM 12.5 B
PM 15.7 C
3 Sunnyside Ave & Sumner Ave AM 12.9 B
PM 13.9 B
4 Clovis Ave & South Ave AM 12.1 B
PM 13.5 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 80.9 F
PM 26.4 D
7 Merced St & HWY 99 NB On/Off
Ramps
AM 76.3 F
PM 31.5 D
8 Fresno St & Fowler Ave AM 18.8 C
PM 15.8 C
9 Fowler Ave & South Ave AM 15.1 C
PM 14 B
10 Fowler Ave & HWY 99 SB On Ramp AM 12.1 B
PM 11.8 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.9 A
PM 10 B
Table 16: Cumulative Year 2046 Plus Project Mitigation LOS Node Intersection Peak
Hour
2046 Plus
Project
Mitigated
Delay (s) LOS
6 Merced St & HWY 99 SB Off Ramp
(Roundabout)
AM 12.1 B
PM 8.8 A
7 Merced St & HWY 99 NB On/Off
Ramps (Roundabout)
AM 16.2 C
PM 9.9 A
79 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 20

11.0 QUEUING ANALYSIS
Queueing results for right turn and left turn lanes are presented in Table 15 and Table 16 for the various analysis scenarios. For non-signalized intersections, queue length was determined by multiplying the 95th percentile queue by 25 feet which is the typical value for the average spacing of a vehicle in queue. For any signalized intersections, the queue length in feet is directly provided by Synchro. Synchro reports can be found in Appendix D.

Table 17: Queuing Results
Node Intersection Approach
Existing
Storage
(ft)
Existing Existing Plus
Project PH 1
Near Term
Opening
Near Term
Build Out
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
3 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0 0 / 0 0 / 0
SBR 105 0 / 0 0 / 0 0 / 0 0 / 0
5 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0 0 / 0 0 / 0
NBL 100 8 / 5 8 / 5 8 / 5 8 / 5
SBL >500 3 / 3 3 / 3 3 / 3 3 / 3
6 Merced St
& HWY 99
SB Off
Ramp
WBL 65 75 / 68 78 / 70 90 / 80 80 / 118
SB OffRamp 1,470 120/98 128/110 155/150 170/178
7 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 25 / 10 28 / 13 30 / 15 33 / 15
NB OffRamp 1,250 73/35 83/40 98/48 115/55
8 Fresno St
& Fowler
Ave
NBL 70 0 / 0 0 / 0 0 / 0 80 / 118
Bold denotes queue exceeding available storage length.
80 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 21 Table 18: Queuing Results (Continued)
Node Intersection Approach
Existing
Storage
(ft)
Year 2046
No Project
Cumulative
Year 2046
Plus Project
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
3 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0
SBR 105 0 / 0 3 / 0
5 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0
NBL 100 8 / 5 8 / 5
SBL >500 3 / 3 5 / 3
6 Merced St
& HWY 99
SB Off
Ramp
WBL 65 143 / 105 150 / 113
SB OffRamp 1,470 262/163 290/228
7 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 35 / 15 40 / 18
NB OffRamp 1,250 168/63 190/83
8 Fresno St
& Fowler
Ave NBL 70 0 / 0 0 / 0
Bold denotes queue exceeding available storage length.
81 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 22

12.0 PROJECT’S EQUITABLE FAIR SHARE
For the mitigation improvements discussed in this study, the Project’s fair share percentage has been calculated if said mitigation improvements are not covered under an existing impact fee program. The fair share percentage was calculated pursuant to the Caltrans Guide for preparation of Traffic Impact Studies. Table 15 provides the equitable fair share for the study intersections.

=

 − 
Where:

P = Equitable fair share of the project’s traffic impact.

T = Project vehicle trip generated during the peak hour of the adjacent facility.

TB = Forecasted (future with project) traffic volume on the affected facility.

TE = Existing traffic volume of the affected facility.

Table 19: Project’s Equitable Fair Share
Study Intersection Peak
Hour T TE TB P
Merced St & HWY 99 SB Off Ramp AM 57 1,262 1,527 21.5%
Merced St & HWY 99 NB On/Off Ramps AM 45 1,483 1,773 15.5% Per Caltrans review of the TIA scoping document (Appendix B):
“Should the tra!ic analysis identify deficiencies at SHS intersections, Caltrans supports proportional fair share contributions for mitigation. However, Caltrans cannot collect or support fair share contributions that are based solely on Level of Service (LOS) impacts, as LOS is no longer considered a significant impact under CEQA. Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.” Per Section 5.3 Safety Analysis of State Highway Facilities of this TIA, Merced Street and Highway 99 SB O! Ramp and Merced Street and Highway 99 NB On and O! ramp intersections have actual fatal collisions and fatal plus injury collision rates that are below the average rates for similar facilities. Per Section 11.0 Queuing Analysis of this TIA, the before mentioned intersections do not exhibit issues with queuing along the SHS o! ramps. Therefore, mitigation improvements presented for these intersections primarily serve as a capacity based improvement towards LOS and not necessarily to improve upon any significant safety issue concern(s) currently present. It is recommended that the Project contributes its fair share percentage per Table 19 to the City of Fowler whereas proposed mitigations may be implemented in the future when warranted to address emerging safety or multimodal concerns.
82 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 23

13.0 CONCLUSIONS AND RECOMMENDATIONS
Conclusions and recommendations for the proposed Project and its impacts are presented below.

Existing Conditions
• All study intersections currently operate within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Existing Plus Project Phase 1
• All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Opening (Phase 1 Plus Pending/Approved Projects) • All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects) • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
o Mitigation Option 2: Install traffic signal with existing lane configurations.

Eastbound left turn lane to have protected phasing. This will improve the LOS to B in the AM peak hour and B in the PM peak hour.

Year 2046 No Project
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
83 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 24 Cumulative Year 2046 Plus Project
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to C in the AM peak hour and A in the PM peak hour.

Queuing Analysis
The City should consider right-turn and left-turn storage lengths analyzed in Section 11 of this TIA.
• Merced Street and Highway 99 SB Off Ramp westbound left turn lane experiences an existing deficiency in available storage during the AM and PM peak hours. This deficiency increases in the all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 150’ of storage which will not be achievable without affecting the available storage of the eastbound left turn lane at Merced Street and Highway 99 NB On-Off Ramp intersection. This is due to Merced Street’s short 250’ roadway segment between these two intersections.

Project’s Equitable Fair Share
It is recommended that the Project contribute its equitable fair share per Table 19 in Section 12 of this TIA for future improvements not covered by an existing impact fee program or grant funds. 84 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 25

14.0 References
Provost & Pritchard. 2022. “City of Fowler 2040 General Plan Draft Environmental Impact Report”. Fowler: City of Fowler.

Provost & Pritchard. 2023. “City of Fowler 2040 General Plan”. Fowler: City of Fowler.

Provost & Pritchard. 2025. “City of Fowler Traffic Impact Analysis Guidelines”. Fowler: City of Fowler.

Institute of Transportation Engineers. 2021. “Trip Generation Manual 11th Edition”. Washington:

Institute of Transportation Engineers.

Transportation Research Board. 2022. “Highway Capacity Manual 7th Edition”. Washington: The National Academy of Sciences.
85 Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix A

APPENDIX A
Figures
86 Section 10, Item C

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 1

PROJECT SITE PLAN
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1 1
PHASE 1
PHASE 2
87 Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 2

VICINITY MAP
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1 1 88
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 3

EXISTING LANE CONFIGURATION
09/05/2025
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1 1
YIELD
YIELD
YIELD
89 Section 10, Item C
90 Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 5

EXISTING LEVELS OF SERVICE
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1 1 91
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 6
PHASE 1 PROJECT TRIP DISTRIBUTION
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1 1 92
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 7
PROJECT PHASE 1 ONLY TRIPS
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1 1 93
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 8
EXISTING PLUS PHASE 1 VOLUMES
09/05/2025
25-108
1 1 94
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 9
EXISTING PLUS PHASE 1 LOS
09/05/2025
25-108
1 1 95
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 10

PENDING AND APPROVED PROJECT TRIPS
09/05/2025
25-108
1 1 96
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 11

NEAR TERM OPENING VOLUMES
09/05/2025
25-108
1 1 97
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 12

NEAR TERM OPENING LOS
09/05/2025
25-108
1 1 98
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 13
PHASE 2 PROJECT TRIP DISTRIBUTION
09/05/2025
25-108
1 1 99
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 14
PROJECT PHASE 2 ONLY TRIPS
09/05/2025
25-108
1 1 100
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 15

NEAR TERM BUILD OUT VOLUMES
09/05/2025
25-108
1 1 101
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 16

NEAR TEARM BUILD OUT LOS
09/05/2025
25-108
1 1 102
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 17
YEAR 2046 NO PROJECT VOLUMES
09/05/2025
25-108
1 1 103
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 18
YEAR 2046 NO PROJECT LOS
09/05/2025
25-108
1 1 104
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 19
CUMULATIVE 2046 PLUS PROJECT VOLUMES
09/05/2025
25-108
1 1 105
Section 10, Item C

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 20
CUMULATIVE 2046 PLUS PROJECT LOS
09/05/2025
25-108
1 1 106
Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix B

APPENDIX B
Scoping Letter
107
Section 10, Item C
May 7, 2025
Soo Ho Park, City Engineer
City of Fowler
128 S 5th Street
Fowler, CA 93625
Subject: Proposed Scope of Work for the Preparation of a Traffic Impact Analysis for the Crown Homes Residential Development Located Along at the Southwest Quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler Dear Mr. Park,
Yamabe & Horn Engineering, Inc (YH) is requesting a review and approval of the proposed scope of work for preparation of a Traffic Impact Analysis (TIA) located at the southwest quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler. The Project will consist of two phases with Phase 1 developing 93 single family residential units and Phase 2 developing 87 single family residential units for a total of 180 single family residential units. Based on the information provided to YH, the Project land use is consistent with the City of Fowler adopted 2040 General Plan and thus will not require a General Plan Amendment. An aerial of the Project vicinity is shown in Exhibit 1.

Project Trip Generation
To estimate the number of trips generated by the proposed Project, data from the latest Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was used. Utilizing trip generation data for LU 210 (Single-Family Detached Housing), trips generated were determined separately for the two phases of the Project as shown on Table 1. At full build out, the Project will generate approximately 1,697 total daily weekday trips, 127 total AM peak hour trips, and 88 total PM peak hours trips.

TABLE 1 – TRIP GENERATION
Land Use/Zoning Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 1 Single Family
Detached Homes
(ITE LU 210)

93.00 9.43 877 0.70 17 48 0.94 56 32
DU 26 / 74 63 / 37
Phase 2 Single Family
Detached Homes
(ITE LU 210)

87.00 9.43 820 0.70 16 45 0.94 52 30
DU 26 / 74 63 / 37
TOTAL 33 93 56 32
Trip generation rates and splits per ITE Trip Generation Manual, 11th Edition. 108
Section 10, Item C
Intersections to be Analyzed

1. Clovis Avenue and Adams Avenue

2. Clovis Avenue and Sumner Avenue

3. Sunnyside Avenue and Sumner Avenue

4. Clovis Avenue and South Avenue

5. Sunnyside Avenue and South Avenue

6. Sumner Avenue and Highway 99 SB Off-Ramp

7. Sumner Avenue and Highway 99 NB Ramps

8. Fowler Avenue and Fresno Street

9. Fowler Avenue and South Avenue
Locations of the study intersections are shown in Exhibit 2.

Scenarios to be Analyzed

1. Existing Conditions

2. Existing plus Project Conditions (Phase 1 Only)

3. Near Term Opening (Phase 1 Only) Plus Pending/Approved Projects

4. Near Term Build Out (Phase 1 Plus Phase 2) Plus Pending/Approved Projects

5. Year 2046 No Project

6. Cumulative Year 2046 (Phase 1 Plus Phase 2) Conditions Analysis will be performed pursuant to the City of Fowler TIA guidelines dated January 2025. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project will be included with the TIA.

Data Collection
Recent (less than 12 months) traffic counts will be obtained for the study intersections. Time periods of said traffic analysis intersection and scenarios will be consistent with the City of Fowler TIA guidelines, which are weekdays AM and PM peak hours. Therefore, existing turn movement traffic counts will be collected during 7-9 AM and 4-6 PM peak hours on a Tuesday, Wednesday, or Thursday. Counts will also include pedestrians and bicyclists, as well as truck traffic volume (unclassified) to determine percent truck traffic for modeling purposes.

Other Scope of Work Items
Other YH scope of work items include:
• Request and obtain Fresno Council of Government (Fresno COG) Project Select Zone Analysis traffic forecast models for Base Year, Select Zone Project Only Trips, and Cumulative Year 2046.
• Use Increment Method to estimate future traffic growth volumes for Year 2046 scenarios. • Determine Project trip distribution by applying engineering judgement based on the Project’s vicinity to surrounding land uses, roadway circulation, and the Fresno COG Project Select Zone forecast modeling.
109
Section 10, Item C
• Perform site visits to observe existing traffic patterns, conditions, and confirm existing geometric layouts of the study intersections.
• Perform Signal Warrant 3 (Peak Hour) and Warrant 7 (Crash Experience) for study intersections where signalization is a recommended mitigation. • Perform queuing analysis for all study intersections and scenarios. • Perform traffic signal warrants 1 (Eight-Hour Volume), 2 (Four-Hour Volume), 3 (Peak Hour), and 7 (Crash Experience).

Please review and comment/concur. Thank you for your time and assistance in this matter.

Sincerely,
Brandon Broussard, PE
Principal Engineer
Attachment:

Exhibit 1 – Aerial of Project Vicinity
Exhibit 2 – Study Intersections
CC: David Padilla – [email protected]
Caltrans District 6 Transportation Planning
Hector Lluna – [email protected]
Fresno County Design Division, Transportation Planning
110
Section 10, Item C
EXHIBIT 1 – AERIAL OF PROJECT VICINITY
111
Section 10, Item C
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727
TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM PROJECT TITLE SHEET DESCRIPTION Plot By: Andrew Vongphachanh Plot Date: 5/7/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\Scoping Document\25-108_Study Intersection Map.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets CROWN HOMES - SUNNYSIDE & SUMNER SCOPING DOCUMENT EXHIBIT 2 STUDY INTERSECTIONS 5/7/2025 25-108 1 1 STUDY INTERSECTIONS 112
Section 10, Item C
1 Andrew Vongphachanh
From: Luna, Hector <[email protected]>
Sent: Thursday, May 8, 2025 8:52 AM
To: Adrienne Burns; Dave Padilla
Cc: [email protected]; Dawn Marple ([email protected]); Soo Ho Park ([email protected]); Community Development; Andrew Vongphachanh; Adam Lee; Hines, Brody
Subject: RE: Crown: Fowler Project (Sumner/Sunnyside)
Good morning,
The County concurs with the proposed study intersections identified in the scoping document. Additionally, the PCI of Sumner Avenue, between Clovis Avenue and the project's western boundary, should be analyzed in the TIS.

Regards,
Hector E. Luna| Senior Planner
Department of Public Works and Planning |
Water and Natural Resources Division
2220 Tulare St. 6th Floor Fresno, CA 93721
Main O/ice: (559) 600-4292 | Direct: (559) 600-9672
Email: [email protected]
Your input matters! Customer Service Survey
From: Adrienne Burns <[email protected]>
Sent: Wednesday, May 7, 2025 4:13 PM
To: Dave Padilla <[email protected]>; Luna, Hector <[email protected]> Cc: [email protected]; Dawn Marple ([email protected]) <[email protected]>; Soo Ho Park ([email protected]) <[email protected]>; Community Development <[email protected]>; Andrew Vongphachanh <[email protected]>; Adam Lee <[email protected]> Subject: Crown: Fowler Project (Sumner/Sunnyside)
Good Afternoon, Dave and Hector,
I am sending you a Tra/ic Scoping Letter that we would like to request that you review for a project in the City of Fowler. The City sta/ has made initial comments and redlines to the scope and we have revised the scope accordingly and are now looking for your feedback and/or approval so we can proceed with the Tra/ic Impact Study. We were hoping to get the counts going ASAP due to the short window we have before school lets out for the summer. If you can accommodate that expedited review, we would greatly appreciate it. Please let me know if you have any questions or comments.

Thank you.

Adrienne Burns
Planning & Entitlements
______________________
113
Section 10, Item C
2 2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
“A committed team providing high quality engineering services for our clients and community.” 114
Section 10, Item C
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 365-5140 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
May 28, 2025
FRE-99-11.36
TSM 25-19 Tract 6520
Sumner & Sunnyside
GTS: 36318

SENT VIA EMAIL
Ms. Adrienne Burns, Planning & Entitlements
Yamabe & Horn Engineering, Inc.
2985 N. Burl Ave. Suite 101
Fresno, CA 93727
Dear Ms. Burns:

Caltrans has completed a review of the application for a Tentative Tract Map with 180 lots and the Traffic Impact Analysis (TIA) Scope. The Project site is generally located at the southwest quadrant of the Sunnyside Avenue and Summer Avenue intersection.

State Route (SR) 99 and Merced Street is approximately 2,000 feet from the proposed project. Per the included files submitted, the project will consist of two phases, with Phase 1 developing 93 single-family residential units and Phase 2 developing 87 singlefamily residential units for a total of 180 single-family residential units.

General Comments
The mission of Caltrans is to provide a safe and reliable transportation network that serves all people and respects the environment. The Local Development Review (LDR) process reviews land use projects and plans through the lenses of our mission and state planning priorities of infill, conservation, and travel‐efficient development. Caltrans acknowledges and appreciates early coordination on this project. Early consultation ensures potential impacts to the State Highway System (SHS) are evaluated appropriately and allows sufficient time for safety, operational, and multimodal concerns to be addressed.

TIA Scope Review Comments
a. Caltrans Concurs with the following Traffic Analysis Scenarios:
• Existing Conditions
• Existing plus Project Conditions (Phase 1 Only)
• Near Term Opening (Phase 1 Only) Plus Pending/Approved Projects • Near Term Build Out (Phase 1 Plus Phase 2) Plus Pending/Approved Projects • Year 2046 No Project
• Cumulative Year 2046 (Phase 1 Plus Phase 2) Conditions 115
Section 10, Item C
Ms. Adrienne Burns – TSM 25-19
May 28, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment” b. Please include a Trip Distribution percentage map.
c. Traffic Operations study intersections.
• Merced Street and SR-99 SB Off-Ramp
• Merced Street and SR-99 NB Ramps
• S Fowler Avenue and SR-99 SB On-Ramp
• W Fresno Street and S Fowler Avenue
• SR 99 SB Off-ramp and Adams Avenue
Safety Assessment
Per the included Traffic Impact Analysis submitted, Data from the Institute of Transportation Engineers (ITE) Trip Generation Manual 11th Edition (Land Use 210 – Single Family Detached housing), trips generated were determined separately for the two phases of the Project as shown on Table 1. At full build out, the Project will generate approximately 1,697 total daily weekday trips, 127 total AM peak hour trips, and 88 total PM peak hour trips. Consequently, it is projected by Caltrans that the trips generated by this development may have a safety impact on the State Highway System. According to the Caltrans Local Development Review Safety Practitioner’s Guidance dated February 2024, a safety review for a development is not required if the project makes no physical modification in the State Highway System (SHS) and the project results in zero additional trips by any mode on the SHS. Since the proposed development is adding trips to the SHS, a safety review will be required. The safety review should identify and analyze any potential safety impacts on nearby State Route intersections and ramps due to the increased vehicle trips. The developer should request a Caltrans crash data summary for the involved SHS facility using the included Crash Data Request Form.

Fair Share Mitigation
Should the traffic analysis identify deficiencies at SHS intersections, Caltrans supports proportional fair share contributions for mitigation. However, Caltrans cannot collect or support fair share contributions that are based solely on Level of Service (LOS) impacts, as LOS is no longer considered a significant impact under CEQA. Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.

Active Transportation Plans and Smart Growth Efforts
Alternative transportation policies should be applied to the development. Caltrans supports reducing Vehicle Miles Traveled (VMT) and Green House Gas (GHG) emissions in ways that increase the likelihood people will use and benefit from a multimodal transportation network. An assessment of multi-modal facilities should be conducted to develop an integrated multi-modal transportation system to serve and help alleviate traffic congestion caused by the project and related development in this area of the city. The assessment should include the following:
116
Section 10, Item C
Ms. Adrienne Burns – TSM 25-19
May 28, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment” • Pedestrian walkways should link this proposal to an internal project area walkway, transit facilities, as well as other walkways in the surrounding area. • The Project might also consider coordinating connections to local and regional bicycle pathways to further encourage the use of bicycles for commuter and recreational purposes.
• If transit is not available within ¼-mile of the site, transit should be extended to provide services to what will be a high activity center. • Caltrans recommends the Project implement “smart growth” principles regarding parking solutions, to provide alternative transportation choices to residents and employees. Alternative transportation choices may include but are not limited to parking for carpools/vanpools, car-share and/or ride-share programs.

Vehicle Miles Traveled (VMT)
Based on Caltrans VMT-Focused Transportation Impact Study Guide, dated May 20, 2020, and effective as of July 1, 2020, Caltrans seeks to reduce single occupancy vehicle trips, provide a safe transportation system, reduce per capita Vehicle Miles Traveled (VMT), increase accessibility to destinations via cycling, walking, carpooling, transit and reduce greenhouse gas (GHG) emissions. Caltrans recommends that the project proponent continue to work with the City or County to further implement improvements to reduce vehicles miles traveled and offer a variety of transportation modes for its employees.

If you have any other questions, please call Elizabeth Yelton, Transportation Planner at (559) 365-5140.

Sincerely,
Mr. DAVE PADILLA, Branch Chief,
Local Development Branch
117
Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix C

APPENDIX C
Traffic Counts
118
Section 10, Item C
1 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 3 0 1 0 1 7 3 0 0 2 1 3 1 0 0 1 0 1 21 14% 55 12:15 AM to 12:30 AM 0 0 5 0 2 0 0 10 0 0 0 0 0 1 0 0 0 0 0 0 16 13% 3912:30 AM to 12:45 AM 0 0 2 0 0 0 1 3 0 1 0 1 1 1 0 0 0 0 0 0 9 11% 3012:45 AM to 1:00 AM 0 0 1 0 0 0 1 5 0 0 0 1 0 1 0 0 0 0 0 0 9 0% 29 1:00 AM to 1:15 AM 0 0 2 0 0 0 1 1 0 0 0 1 0 0 1 0 0 0 0 0 5 20% 261:15 AM to 1:30 AM 0 0 4 0 1 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 7 14% 331:30 AM to 1:45 AM 0 0 1 0 1 0 0 2 0 0 0 4 0 0 1 0 1 0 0 0 8 25% 401:45 AM to 2:00 AM 0 0 1 0 0 0 0 2 1 1 0 0 1 1 1 0 0 0 0 0 6 33% 392:00 AM to 2:15 AM 0 0 2 1 1 0 0 4 3 0 0 1 1 0 0 0 0 0 0 0 12 8% 412:15 AM to 2:30 AM 0 0 3 1 1 0 1 0 0 0 0 6 1 0 2 0 1 1 0 0 14 21% 362:30 AM to 2:45 AM 0 0 0 0 0 0 0 3 2 0 0 1 1 0 0 0 0 0 0 0 7 0% 302:45 AM to 3:00 AM 0 0 1 0 0 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 8 0% 303:00 AM to 3:15 AM 0 0 1 1 0 0 0 1 1 0 0 1 1 0 0 0 0 1 0 0 7 0% 323:15 AM to 3:30 AM 0 0 2 0 1 0 0 3 1 0 0 1 0 1 0 0 0 0 0 0 8 13% 353:30 AM to 3:45 AM 0 0 2 0 1 0 1 1 2 0 0 0 1 0 0 0 0 0 0 0 7 14% 403:45 AM to 4:00 AM 0 0 3 0 0 0 0 2 2 0 0 1 0 0 0 0 0 2 0 0 10 0% 594:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 4 0 0 1 0 0 0 0 0 3 0 1 10 10% 924:15 AM to 4:30 AM 0 0 3 0 0 0 0 1 4 0 0 2 2 0 1 0 0 1 0 0 13 8% 1544:30 AM to 4:45 AM 0 0 4 1 0 0 0 6 6 0 0 4 2 0 2 0 0 2 1 0 26 8% 2874:45 AM to 5:00 AM 0 2 9 1 0 0 2 11 4 0 0 2 9 1 0 0 0 2 0 0 43 0% 4665:00 AM to 5:15 AM 0 1 9 1 0 0 0 23 11 0 0 6 4 4 1 0 1 11 1 0 72 1% 5335:15 AM to 5:30 AM 0 3 18 4 1 0 3 45 20 1 0 19 5 9 3 0 4 15 1 1 146 4% 5515:30 AM to 5:45 AM 0 6 18 4 0 0 5 89 33 2 0 14 4 4 1 0 3 25 0 0 205 1% 5065:45 AM to 6:00 AM 0 2 19 3 0 0 2 28 21 1 0 8 14 0 2 0 0 13 0 0 110 3% 4246:00 AM to 6:15 AM 0 4 19 1 0 0 2 18 25 1 0 7 7 1 1 0 1 5 0 0 90 2% 4656:15 AM to 6:30 AM 0 2 21 3 0 0 0 24 22 3 0 13 9 2 6 0 0 4 1 1 101 10% 5046:30 AM to 6:45 AM 0 3 39 3 1 0 1 26 18 3 0 11 7 2 4 0 4 9 0 0 123 7% 5266:45 AM to 7:00 AM 0 8 30 2 0 0 1 34 26 4 0 17 9 3 2 0 0 21 0 3 151 6% 5667:00 AM to 7:15 AM 0 1 35 5 1 0 3 35 10 1 0 13 10 2 2 0 0 14 1 0 129 3% 5767:15 AM to 7:30 AM 0 2 23 5 0 0 1 30 17 2 0 24 10 4 5 0 1 3 3 1 123 7% 5857:30 AM to 7:45 AM 0 5 54 8 1 0 1 23 28 2 0 18 7 2 3 0 2 14 1 1 163 4% 5717:45 AM to 8:00 AM 0 2 42 13 2 0 4 29 13 0 0 12 19 7 1 0 4 11 5 1 161 2% 4998:00 AM to 8:15 AM 0 4 28 12 3 1 6 21 10 3 0 16 20 2 2 0 5 11 2 0 138 6% 4158:15 AM to 8:30 AM 0 0 30 10 1 0 4 18 9 3 0 12 9 1 2 0 7 9 0 0 109 6% 3538:30 AM to 8:45 AM 0 1 29 5 2 0 3 15 7 4 0 7 4 7 0 0 2 10 1 1 91 8% 3268:45 AM to 9:00 AM 0 3 20 5 2 0 2 18 6 1 0 9 4 3 1 0 1 5 1 0 77 5% 3059:00 AM to 9:15 AM 0 5 13 3 1 0 4 17 8 3 0 9 5 2 2 0 1 6 3 1 76 9% 3119:15 AM to 9:30 AM 0 4 17 2 2 0 5 21 11 3 0 3 9 3 2 0 3 4 0 1 82 10% 3269:30 AM to 9:45 AM 0 1 14 4 0 0 1 17 8 3 0 7 7 5 2 0 1 5 0 1 70 9% 3189:45 AM to 10:00 AM 0 1 12 4 2 0 1 20 11 1 0 8 10 3 5 0 3 8 2 0 83 10% 328 10:00 AM to 10:15 AM 0 3 21 3 3 0 4 10 10 2 0 13 7 2 3 0 2 10 6 2 91 11% 33110:15 AM to 10:30 AM 0 1 22 2 3 0 2 13 5 2 0 6 10 4 1 0 1 6 2 0 74 8% 34310:30 AM to 10:45 AM 0 4 16 4 0 0 5 14 11 3 0 6 9 0 4 0 2 7 2 2 80 11% 34210:45 AM to 11:00 AM 0 2 19 6 0 0 3 21 7 3 0 4 8 3 4 0 1 11 1 1 86 9% 36011:00 AM to 11:15 AM 0 3 21 5 2 0 3 27 10 4 0 11 6 4 2 0 4 8 1 1 103 9% 377 Time
Northbound Southbound Eastbound Westbound
Clear
Adams Ave @ Clovis Ave
Fresno
Tuesday, May 20, 2025

36.6344025
-119.700075
1 119
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 3 12 1 0 0 2 18 5 8 0 7 8 4 4 0 2 8 3 0 73 16% 38911:30 AM to 11:45 AM 0 3 21 4 2 0 5 16 13 4 0 11 12 2 1 0 2 8 1 1 98 8% 43111:45 AM to 12:00 PM 0 1 24 0 1 0 4 29 14 4 0 6 14 2 3 0 1 7 1 0 103 8% 416 12:00 PM to 12:15 PM 0 4 25 2 2 0 6 24 11 4 0 15 12 2 2 0 3 8 3 0 115 7% 40912:15 PM to 12:30 PM 0 3 30 2 0 0 4 25 6 0 0 10 20 1 5 0 2 9 3 1 115 5% 38712:30 PM to 12:45 PM 0 3 22 0 2 0 3 19 9 3 0 8 6 1 2 0 2 10 0 2 83 11% 38112:45 PM to 1:00 PM 0 2 19 2 1 0 8 20 18 0 0 7 7 6 1 0 2 5 0 1 96 3% 419 1:00 PM to 1:15 PM 0 0 20 4 0 0 3 25 8 2 0 6 10 4 1 0 1 10 2 1 93 4% 4411:15 PM to 1:30 PM 0 1 37 3 2 0 4 25 6 3 0 10 6 3 2 0 4 9 1 0 109 6% 5031:30 PM to 1:45 PM 0 6 36 2 2 0 4 35 6 5 0 15 8 1 1 0 2 6 0 3 121 9% 5691:45 PM to 2:00 PM 0 2 20 6 0 0 6 33 14 6 0 8 11 6 1 0 1 10 1 0 118 6% 6292:00 PM to 2:15 PM 0 5 34 6 6 0 6 32 12 5 0 15 23 6 4 0 5 10 1 1 155 10% 6812:15 PM to 2:30 PM 0 4 49 2 4 0 8 36 11 1 0 20 15 10 3 0 3 17 0 3 175 6% 7022:30 PM to 2:45 PM 0 13 32 15 3 0 3 39 20 2 0 21 14 6 6 0 4 13 1 0 181 6% 6982:45 PM to 3:00 PM 0 4 45 6 2 0 6 33 18 5 0 24 16 6 4 0 3 8 1 1 170 7% 7073:00 PM to 3:15 PM 0 6 32 7 1 0 8 43 11 2 0 29 22 7 4 0 2 8 1 0 176 4% 7393:15 PM to 3:30 PM 0 5 27 4 1 0 14 43 12 4 0 24 16 11 3 0 2 12 1 0 171 5% 7213:30 PM to 3:45 PM 0 6 26 0 0 0 10 34 16 1 0 33 21 12 5 0 9 19 4 2 190 4% 7143:45 PM to 4:00 PM 0 5 46 3 6 0 4 36 21 6 0 24 28 8 5 0 2 21 4 2 202 9% 6884:00 PM to 4:15 PM 0 3 24 3 5 0 5 48 16 3 0 20 16 9 4 0 2 11 1 1 158 8% 6754:15 PM to 4:30 PM 0 12 29 2 1 0 5 36 16 5 0 21 19 9 3 0 1 10 4 0 164 5% 6954:30 PM to 4:45 PM 0 2 31 3 1 0 4 56 15 6 0 18 16 6 3 0 0 12 1 0 164 6% 7204:45 PM to 5:00 PM 0 6 30 2 1 0 11 73 10 2 0 15 20 9 3 0 2 9 2 2 189 4% 6895:00 PM to 5:15 PM 0 8 23 3 0 0 12 63 13 3 0 16 20 4 3 0 3 10 3 0 178 3% 6405:15 PM to 5:30 PM 0 6 28 3 1 0 18 65 11 4 0 13 21 4 3 0 5 12 3 0 189 4% 5875:30 PM to 5:45 PM 0 3 32 2 0 0 8 41 9 1 0 9 10 4 2 0 4 8 3 0 133 2% 4995:45 PM to 6:00 PM 0 4 19 2 1 0 4 48 10 1 0 14 16 4 7 0 1 16 2 1 140 7% 4706:00 PM to 6:15 PM 0 2 27 0 2 0 8 44 13 4 0 8 9 4 3 0 1 7 2 2 125 9% 4276:15 PM to 6:30 PM 1 3 17 1 0 0 8 28 9 2 0 10 14 5 4 0 0 5 0 0 101 6% 3736:30 PM to 6:45 PM 0 8 22 2 1 0 5 24 7 1 0 10 12 2 1 0 7 4 1 0 104 3% 3296:45 PM to 7:00 PM 0 5 14 2 0 0 8 30 8 2 0 11 9 5 1 0 1 4 0 0 97 3% 2867:00 PM to 7:15 PM 0 1 14 2 2 0 2 16 9 1 0 7 6 4 1 0 1 9 0 1 71 7% 2607:15 PM to 7:30 PM 0 1 15 2 1 0 1 11 6 0 0 7 3 3 3 0 1 7 0 2 57 11% 2727:30 PM to 7:45 PM 0 6 11 0 0 0 3 17 4 0 0 7 10 1 0 0 2 0 0 0 61 0% 2867:45 PM to 8:00 PM 0 5 14 0 0 0 3 21 3 1 0 9 2 1 2 0 3 10 0 0 71 4% 2888:00 PM to 8:15 PM 0 3 21 0 0 0 6 26 7 0 0 2 3 3 0 0 1 10 1 0 83 0% 2798:15 PM to 8:30 PM 0 6 14 0 0 0 5 23 6 5 0 3 5 3 0 0 1 5 0 0 71 7% 2678:30 PM to 8:45 PM 0 3 9 2 0 0 3 21 5 0 0 6 6 2 0 0 0 6 0 0 63 0% 2628:45 PM to 9:00 PM 0 1 12 0 0 0 3 26 2 0 0 4 6 2 0 0 0 6 0 0 62 0% 2869:00 PM to 9:15 PM 0 1 12 2 1 0 8 27 4 0 0 3 5 3 0 0 1 5 0 0 71 1% 3149:15 PM to 9:30 PM 0 2 4 0 0 0 10 26 9 1 0 2 5 5 0 0 0 3 0 0 66 2% 3489:30 PM to 9:45 PM 0 3 4 1 0 0 20 41 5 1 0 5 3 1 0 0 1 2 1 0 87 1% 3799:45 PM to 10:00 PM 0 0 5 1 1 0 23 37 7 1 0 3 6 2 0 0 1 5 0 0 90 2% 413 10:00 PM to 10:15 PM 0 1 14 1 0 0 31 42 6 0 0 4 2 2 1 0 0 1 1 0 105 1% 39510:15 PM to 10:30 PM 0 1 6 0 0 0 41 31 4 2 0 2 6 2 0 0 1 3 0 0 97 2% 33910:30 PM to 10:45 PM 0 1 8 1 0 0 37 55 6 2 0 6 3 1 0 0 0 3 0 0 121 2% 27910:45 PM to 11:00 PM 0 0 5 0 0 0 25 31 2 4 0 4 4 0 0 0 0 1 0 1 72 7% 20311:00 PM to 11:15 PM 0 0 6 0 0 0 18 18 1 2 0 3 0 1 1 0 2 0 0 0 49 6% 19111:15 PM to 11:30 PM 0 1 4 0 0 0 8 13 4 4 0 4 2 1 2 0 0 0 0 0 37 16% 11:30 PM to 11:45 PM 0 0 2 0 0 0 15 16 2 2 0 3 1 1 0 0 3 1 1 0 45 4%11:45 PM to 12:00 AM 0 1 6 3 0 0 8 20 1 1 0 4 2 2 1 0 7 3 3 1 60 5% 1 248 1677 231 89 1 548 2343 854 183 0 850 765 291 175 0 159 645 92 49 8705 6% 585 739
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 13 147 38 6 1 12 103 68 7 0 70 56 15 11 0 12 39 11 3 585 5% 0.90 4:30 PM to 5:30 PM 0 22 112 11 3 0 45 257 49 15 0 62 77 23 12 0 10 43 9 2 720 4% 0.95 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 120
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 17:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Adams Ave @ Clovis Ave 36.6344025
Fresno -119.700075
Tuesday, May 20, 2025 Clear
1 121
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 11:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 11:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 PM to 3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 13:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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 3 0 4 0 0 2 4 6 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 1 2
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 122
Section 10, Item C
2 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 3 0 1 0 4 7 0 0 0 0 0 0 0 0 0 0 0 0 14 7% 44 12:15 AM to 12:30 AM 0 0 3 0 1 0 2 9 0 0 0 0 0 0 0 0 0 0 2 0 16 6% 3312:30 AM to 12:45 AM 0 0 1 0 0 0 2 2 0 1 0 0 0 0 0 0 0 0 1 0 6 17% 2212:45 AM to 1:00 AM 0 0 1 1 0 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 19 1:00 AM to 1:15 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 161:15 AM to 1:30 AM 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 20% 211:30 AM to 1:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 211:45 AM to 2:00 AM 0 0 1 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 212:00 AM to 2:15 AM 0 0 2 0 0 0 1 3 0 0 0 0 0 0 0 0 1 0 1 0 8 0% 202:15 AM to 2:30 AM 0 0 3 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 5 20% 152:30 AM to 2:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 192:45 AM to 3:00 AM 0 0 1 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 173:00 AM to 3:15 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 203:15 AM to 3:30 AM 0 0 3 0 1 0 1 4 0 0 0 0 0 0 0 0 1 0 0 0 9 11% 193:30 AM to 3:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 100% 143:45 AM to 4:00 AM 0 0 3 0 0 0 1 2 0 0 0 0 0 0 0 0 1 0 0 0 7 0% 254:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 404:15 AM to 4:30 AM 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 794:30 AM to 4:45 AM 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 12 0% 1604:45 AM to 5:00 AM 0 0 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 22 0% 2625:00 AM to 5:15 AM 0 0 10 1 0 0 2 24 0 0 0 1 1 0 0 0 1 0 1 0 41 0% 2955:15 AM to 5:30 AM 0 0 21 1 1 0 5 52 0 1 0 0 0 0 0 0 2 0 4 0 85 2% 3005:30 AM to 5:45 AM 0 0 26 4 0 0 0 80 1 0 0 1 0 0 0 0 1 0 1 0 114 0% 2695:45 AM to 6:00 AM 0 0 24 0 0 0 0 30 0 0 0 0 0 0 0 0 1 0 0 0 55 0% 2326:00 AM to 6:15 AM 0 0 22 2 1 0 2 16 0 1 0 1 0 0 0 0 1 0 2 0 46 4% 2526:15 AM to 6:30 AM 1 0 26 0 0 0 1 26 0 0 0 0 0 0 0 0 0 0 0 0 54 0% 2856:30 AM to 6:45 AM 0 1 39 0 0 0 0 31 1 0 0 2 0 1 0 0 0 1 1 1 77 1% 2986:45 AM to 7:00 AM 0 2 35 0 0 1 0 34 1 2 0 2 0 0 0 0 0 0 0 0 75 3% 3187:00 AM to 7:15 AM 1 0 40 0 1 0 1 37 0 1 0 0 0 0 0 0 0 0 0 0 79 3% 3317:15 AM to 7:30 AM 2 0 29 0 1 1 0 33 2 1 0 0 0 0 0 0 0 0 0 0 67 3% 3267:30 AM to 7:45 AM 0 0 66 0 1 0 1 28 1 0 0 1 0 0 0 0 0 0 0 0 97 1% 3257:45 AM to 8:00 AM 0 0 49 0 3 2 0 35 1 1 0 1 0 0 0 0 0 0 0 0 88 5% 2848:00 AM to 8:15 AM 0 0 43 0 2 1 0 27 1 3 0 2 0 0 0 0 0 0 0 0 74 7% 2468:15 AM to 8:30 AM 1 0 37 0 0 0 0 25 1 2 0 1 0 1 0 0 0 0 0 0 66 3% 2138:30 AM to 8:45 AM 0 0 32 0 2 1 0 23 0 2 0 0 0 0 0 0 0 0 0 0 56 7% 2038:45 AM to 9:00 AM 0 0 27 0 2 0 0 18 3 0 0 2 0 0 0 0 0 0 0 0 50 4% 1929:00 AM to 9:15 AM 0 0 20 0 1 0 0 19 1 1 0 1 0 0 0 0 0 0 0 0 41 5% 1899:15 AM to 9:30 AM 0 0 25 0 2 2 0 25 1 1 0 1 0 2 0 0 0 0 0 0 56 5% 2109:30 AM to 9:45 AM 1 0 17 2 1 0 1 21 0 1 0 1 0 0 0 0 2 0 0 0 45 4% 1979:45 AM to 10:00 AM 1 0 18 0 4 0 0 28 0 1 0 0 0 0 0 0 0 0 0 0 47 11% 196 10:00 AM to 10:15 AM 0 0 45 0 2 0 0 14 1 0 0 0 0 2 0 0 0 0 0 0 62 3% 19810:15 AM to 10:30 AM 0 0 23 0 3 0 0 19 0 2 0 1 0 0 0 0 0 0 0 0 43 12% 20010:30 AM to 10:45 AM 0 0 27 0 0 0 1 14 1 1 0 1 0 0 0 0 0 0 0 0 44 2% 19810:45 AM to 11:00 AM 0 0 25 0 0 1 0 22 0 1 0 1 0 0 0 0 0 0 0 0 49 2% 19911:00 AM to 11:15 AM 0 0 26 0 2 1 0 34 1 2 0 2 0 0 0 0 0 0 0 0 64 6% 212 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave @ Clovis Ave
Fresno
Tuesday, May 20, 2025

36.6271528
-119.7001666
1 123
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 1 0 15 0 0 0 0 24 1 5 0 0 0 0 0 0 0 0 0 0 41 12% 21011:30 AM to 11:45 AM 1 0 24 0 2 0 0 20 0 1 0 0 0 0 0 0 0 0 0 0 45 7% 23311:45 AM to 12:00 PM 0 0 26 0 2 1 0 30 2 0 0 2 0 1 1 0 0 0 0 0 62 5% 234 12:00 PM to 12:15 PM 0 0 29 0 2 0 0 29 1 3 0 2 0 1 0 0 0 0 0 0 62 8% 22812:15 PM to 12:30 PM 0 0 35 0 0 0 0 28 0 0 0 1 0 0 0 0 0 0 0 0 64 0% 21512:30 PM to 12:45 PM 0 1 24 0 1 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 46 2% 22412:45 PM to 1:00 PM 0 2 27 0 1 0 0 27 0 1 0 0 0 0 0 0 0 0 0 0 56 4% 260 1:00 PM to 1:15 PM 0 0 19 0 1 1 0 29 0 0 0 0 0 0 0 0 0 0 0 0 49 2% 2751:15 PM to 1:30 PM 0 0 41 0 1 1 1 30 0 2 0 0 0 0 0 0 0 0 0 0 73 4% 3221:30 PM to 1:45 PM 0 0 31 0 2 0 9 27 1 1 0 2 1 0 0 0 0 1 10 1 82 5% 3461:45 PM to 2:00 PM 0 0 21 2 0 0 10 27 1 2 0 1 0 1 0 0 1 1 6 0 71 3% 4262:00 PM to 2:15 PM 0 0 33 3 5 0 9 34 1 3 0 1 0 1 0 0 2 0 12 1 96 9% 4162:15 PM to 2:30 PM 0 0 39 2 3 0 8 38 1 1 0 0 0 0 0 0 0 0 9 0 97 4% 4252:30 PM to 2:45 PM 0 1 79 4 4 0 13 47 2 0 0 2 0 0 0 0 6 0 8 3 162 4% 4262:45 PM to 3:00 PM 0 0 36 1 2 0 2 11 0 0 0 0 0 0 0 0 4 0 7 0 61 3% 3693:00 PM to 3:15 PM 0 0 37 5 1 0 13 35 2 0 0 0 1 0 0 0 7 0 5 0 105 1% 4233:15 PM to 3:30 PM 0 0 26 8 1 0 17 35 0 2 0 0 1 0 0 0 2 0 9 0 98 3% 4143:30 PM to 3:45 PM 0 0 27 3 0 0 15 40 1 3 0 0 2 0 0 0 8 1 8 2 105 5% 4053:45 PM to 4:00 PM 0 0 43 1 5 0 15 33 0 3 0 0 2 0 0 0 8 3 10 2 115 9% 4014:00 PM to 4:15 PM 0 1 19 2 4 0 15 45 1 2 0 2 1 0 0 0 1 2 7 0 96 6% 4094:15 PM to 4:30 PM 0 0 30 0 0 0 17 27 2 3 0 0 0 0 0 0 1 0 12 1 89 4% 4184:30 PM to 4:45 PM 0 0 26 2 0 0 17 37 1 3 0 1 1 0 0 0 1 3 12 1 101 4% 4514:45 PM to 5:00 PM 0 0 21 3 1 0 23 56 2 2 0 1 1 0 0 0 2 1 13 0 123 2% 442 17205:00 PM to 5:15 PM 0 0 24 1 2 0 25 45 0 2 0 0 1 0 0 0 2 1 6 0 105 4% 401 17125:15 PM to 5:30 PM 0 0 27 2 0 0 21 55 0 2 0 0 1 1 0 0 1 1 13 0 122 2% 384 16785:30 PM to 5:45 PM 0 0 24 4 0 0 12 38 0 1 0 0 1 0 0 0 4 0 9 2 92 3% 321 15485:45 PM to 6:00 PM 0 0 21 1 0 0 14 34 0 1 0 0 0 0 0 0 4 1 7 2 82 4% 301 14076:00 PM to 6:15 PM 0 0 19 2 1 0 13 39 0 0 0 0 0 0 0 0 2 2 11 1 88 2% 2766:15 PM to 6:30 PM 0 0 14 1 0 0 7 27 0 2 0 0 0 0 0 0 2 1 7 0 59 3% 2396:30 PM to 6:45 PM 0 0 17 4 1 0 9 23 0 0 0 1 0 0 0 0 3 1 14 0 72 1% 2126:45 PM to 7:00 PM 0 0 12 5 0 0 12 20 0 0 0 0 1 0 0 0 1 0 6 0 57 0% 1847:00 PM to 7:15 PM 0 0 13 0 1 0 9 17 0 1 0 0 1 0 0 0 6 0 5 2 51 8% 1737:15 PM to 7:30 PM 0 0 13 0 0 0 5 11 0 0 0 0 0 0 0 0 0 0 3 0 32 0% 1797:30 PM to 7:45 PM 0 0 12 2 0 0 7 12 0 0 0 1 0 0 0 0 4 0 6 0 44 0% 1977:45 PM to 8:00 PM 0 0 9 1 0 0 5 19 0 1 0 1 0 0 0 0 2 1 8 0 46 2% 1918:00 PM to 8:15 PM 0 0 18 1 0 0 12 18 0 0 0 0 0 0 0 0 1 0 7 0 57 0% 1888:15 PM to 8:30 PM 0 0 11 0 0 0 8 19 0 1 0 1 0 0 0 0 3 0 8 0 50 2% 1758:30 PM to 8:45 PM 0 0 11 0 0 0 10 14 0 1 0 0 0 0 0 0 1 1 1 0 38 3% 1668:45 PM to 9:00 PM 0 0 7 0 0 0 10 18 1 0 0 0 0 0 0 0 2 0 5 0 43 0% 1789:00 PM to 9:15 PM 0 0 10 0 1 0 7 22 0 0 0 1 0 0 0 0 0 0 4 0 44 2% 1799:15 PM to 9:30 PM 0 0 3 0 0 0 11 20 0 0 0 0 0 0 0 0 2 1 4 0 41 0% 2029:30 PM to 9:45 PM 0 0 5 0 0 0 11 29 1 1 0 0 0 0 0 0 2 0 2 0 50 2% 2119:45 PM to 10:00 PM 0 0 5 0 1 0 14 22 1 1 0 0 0 0 0 0 1 0 1 0 44 5% 223 10:00 PM to 10:15 PM 0 1 11 1 0 0 13 32 0 1 0 0 0 0 0 0 1 4 4 0 67 1% 21810:15 PM to 10:30 PM 0 0 5 3 0 0 15 23 0 1 0 0 1 0 0 0 1 0 2 0 50 2% 17910:30 PM to 10:45 PM 0 0 6 0 0 0 16 39 0 1 0 0 0 0 0 0 0 0 1 0 62 2% 14610:45 PM to 11:00 PM 0 0 4 1 0 0 8 25 0 2 0 0 0 0 0 0 0 0 1 0 39 5% 10611:00 PM to 11:15 PM 0 0 5 0 0 0 4 17 0 0 0 0 0 0 0 0 0 0 2 0 28 0% 10311:15 PM to 11:30 PM 0 0 4 0 0 0 6 5 0 2 0 0 0 0 0 0 0 0 2 0 17 12% 11:30 PM to 11:45 PM 0 0 2 0 0 0 6 14 0 4 0 0 0 0 0 0 0 0 0 0 22 18%11:45 PM to 12:00 AM 0 0 8 0 0 0 5 23 0 1 0 0 0 0 0 0 0 0 0 0 36 3% 9 9 1831 77 80 13 508 2189 39 88 0 42 17 11 1 0 99 28 280 19 5152 4% 331 451
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:00 AM to 8:00 AM 3 0 184 0 6 3 2 133 4 3 0 2 0 0 0 0 0 0 0 0 331 3% 0.85 4:30 PM to 5:30 PM 0 0 98 8 3 0 86 193 3 9 0 2 4 1 0 0 6 6 44 1 451 3% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 124
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sumner Ave @ Clovis Ave 36.6271528
Fresno -119.7001666
Tuesday, May 20, 2025 Clear
1 125
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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 2 2 0 4 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:00 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 126
Section 10, Item C
3 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 4 0 2 0 10 0% 28 12:15 AM to 12:30 AM 0 1 1 0 1 0 0 0 0 0 0 1 0 1 0 0 4 0 1 1 9 22% 2212:30 AM to 12:45 AM 0 0 1 1 0 0 1 0 0 0 0 0 1 1 0 0 1 1 0 0 7 0% 1612:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 0% 15 1:00 AM to 1:15 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 0 4 0% 141:15 AM to 1:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0% 121:30 AM to 1:45 AM 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 2 0 6 17% 131:45 AM to 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 102:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0% 142:15 AM to 2:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 1 1 1 4 50% 132:30 AM to 2:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 3 0% 102:45 AM to 3:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 4 0 0 0 0 0 0 0 5 20% 133:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0% 123:15 AM to 3:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 153:30 AM to 3:45 AM 0 0 0 1 0 0 2 0 1 0 0 0 0 0 0 0 2 0 0 0 6 0% 213:45 AM to 4:00 AM 0 0 0 2 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 4 0% 214:00 AM to 4:15 AM 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0% 284:15 AM to 4:30 AM 0 0 0 2 0 0 2 0 1 0 0 0 1 0 0 0 0 0 1 0 7 0% 534:30 AM to 4:45 AM 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 2 1 0 6 0% 654:45 AM to 5:00 AM 0 0 1 4 0 0 2 0 0 0 0 0 2 2 0 0 0 0 0 0 11 0% 885:00 AM to 5:15 AM 0 0 0 5 0 0 6 3 1 0 0 0 5 3 0 0 1 4 1 0 29 0% 975:15 AM to 5:30 AM 0 0 1 2 0 0 6 0 0 0 0 0 3 1 0 0 3 3 0 0 19 0% 885:30 AM to 5:45 AM 0 0 0 6 0 0 8 1 1 0 0 1 3 1 0 0 5 3 0 0 29 0% 905:45 AM to 6:00 AM 0 0 0 4 0 0 4 1 3 0 0 0 3 2 0 0 2 1 0 1 20 5% 1206:00 AM to 6:15 AM 0 0 0 4 0 0 5 0 1 0 0 0 3 0 0 0 5 0 2 0 20 0% 1496:15 AM to 6:30 AM 0 1 0 6 0 0 4 1 1 0 0 0 4 0 0 0 2 2 0 0 21 0% 1796:30 AM to 6:45 AM 1 1 3 9 0 0 14 2 4 0 0 0 5 2 0 1 11 5 1 0 59 0% 2346:45 AM to 7:00 AM 0 0 1 7 0 0 8 3 6 0 0 0 8 3 0 0 5 3 5 0 49 0% 2577:00 AM to 7:15 AM 0 0 4 7 0 0 20 3 2 0 0 0 3 3 0 0 2 3 3 0 50 0% 3007:15 AM to 7:30 AM 0 0 3 22 0 0 22 3 4 0 0 0 4 0 0 0 9 6 3 1 76 1% 3427:30 AM to 7:45 AM 1 1 1 19 1 0 25 5 4 0 0 0 7 2 0 0 7 4 6 1 82 2% 3587:45 AM to 8:00 AM 1 1 3 23 1 0 32 2 5 0 0 0 7 1 0 0 7 4 6 1 92 2% 3498:00 AM to 8:15 AM 0 2 6 25 1 0 27 3 5 0 0 0 4 0 0 0 11 0 9 0 92 1% 3058:15 AM to 8:30 AM 0 2 7 26 0 0 20 1 1 0 0 0 4 0 0 0 17 2 12 1 92 1% 2568:30 AM to 8:45 AM 0 1 3 10 0 0 14 0 3 1 0 0 4 5 0 0 15 5 13 1 73 3% 2098:45 AM to 9:00 AM 0 2 0 15 0 0 8 0 1 0 0 0 3 0 0 1 6 3 9 1 48 2% 1869:00 AM to 9:15 AM 1 0 2 12 0 0 9 0 1 1 0 0 1 0 0 0 13 1 3 1 43 5% 1679:15 AM to 9:30 AM 0 0 1 11 0 0 13 2 1 0 0 0 1 1 0 0 4 2 9 0 45 0% 1589:30 AM to 9:45 AM 0 0 1 8 0 0 15 2 1 0 0 0 1 2 0 0 8 6 6 0 50 0% 1549:45 AM to 10:00 AM 0 0 0 8 0 0 5 0 2 0 0 0 2 0 0 1 7 1 3 1 29 3% 153 10:00 AM to 10:15 AM 0 0 0 6 0 0 9 0 1 0 0 0 4 1 0 0 9 3 1 0 34 0% 16710:15 AM to 10:30 AM 0 1 2 11 0 0 7 1 0 0 0 0 0 1 0 1 9 1 7 0 41 0% 17610:30 AM to 10:45 AM 0 0 0 10 0 0 10 3 2 0 0 0 2 0 0 1 11 2 8 0 49 0% 15710:45 AM to 11:00 AM 0 0 2 2 0 0 10 4 2 1 0 0 2 0 0 0 10 1 10 2 43 7% 14611:00 AM to 11:15 AM 0 0 2 10 2 0 8 2 1 0 0 0 3 0 0 0 4 5 8 0 43 5% 157 Time
Northbound Southbound Eastbound Westbound
Clear
Sunnyside Ave @ Sumner Ave
Fresno
Tuesday, May 20, 2025

36.6271983
-119.6911674
1 127
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 1 1 0 0 8 3 0 1 0 0 1 0 0 0 6 1 1 0 22 5% 15811:30 AM to 11:45 AM 0 0 3 7 1 0 7 2 0 1 0 0 1 0 0 0 8 1 9 0 38 5% 18011:45 AM to 12:00 PM 0 0 4 6 0 0 9 4 3 1 0 0 5 2 0 0 10 5 6 0 54 2% 188 12:00 PM to 12:15 PM 0 3 1 9 0 0 7 2 1 0 0 0 1 1 0 2 6 4 7 0 44 0% 18212:15 PM to 12:30 PM 0 2 5 6 0 0 10 2 0 0 0 0 0 1 0 0 11 1 6 0 44 0% 17312:30 PM to 12:45 PM 0 0 6 9 1 1 11 0 0 1 0 0 2 0 0 0 10 2 5 1 46 7% 17212:45 PM to 1:00 PM 0 0 2 13 1 0 10 1 0 0 0 0 0 1 0 0 9 2 10 0 48 2% 181 1:00 PM to 1:15 PM 0 0 3 9 0 0 12 0 0 1 0 0 1 0 0 0 6 1 3 0 35 3% 1831:15 PM to 1:30 PM 0 0 4 7 0 0 13 2 0 1 0 0 1 0 0 1 5 2 8 1 43 5% 1971:30 PM to 1:45 PM 0 1 1 9 0 0 6 2 3 0 0 4 7 2 2 0 6 5 9 1 55 5% 2051:45 PM to 2:00 PM 0 1 1 10 1 0 9 0 3 0 0 3 6 4 1 0 5 3 5 0 50 4% 2052:00 PM to 2:15 PM 0 2 0 6 0 0 4 1 1 0 0 4 4 1 0 0 5 12 9 1 49 2% 2212:15 PM to 2:30 PM 0 2 1 6 0 0 7 0 1 0 0 4 0 3 0 0 11 6 10 0 51 0% 2402:30 PM to 2:45 PM 0 1 1 6 1 0 7 1 1 1 0 3 11 0 1 0 9 13 2 3 55 11% 2772:45 PM to 3:00 PM 0 0 2 10 0 0 4 1 2 0 0 2 8 6 0 0 10 7 14 0 66 0% 3393:00 PM to 3:15 PM 0 0 1 14 0 0 7 1 2 0 0 5 10 3 0 0 5 11 9 0 68 0% 3733:15 PM to 3:30 PM 0 0 3 18 0 0 16 1 2 1 0 6 16 4 0 0 9 6 7 1 88 2% 3863:30 PM to 3:45 PM 0 1 3 10 1 0 11 3 1 1 0 5 13 2 1 0 27 17 24 2 117 4% 3703:45 PM to 4:00 PM 0 1 1 14 1 0 11 2 4 3 0 3 9 2 0 0 22 14 17 2 100 6% 3394:00 PM to 4:15 PM 0 2 3 5 0 0 7 1 4 0 0 3 11 4 2 0 17 10 14 0 81 2% 3234:15 PM to 4:30 PM 0 3 3 6 0 0 10 1 3 0 0 7 6 1 1 0 11 7 14 1 72 3% 3334:30 PM to 4:45 PM 0 1 1 7 0 0 12 2 5 0 0 7 8 2 0 0 18 8 15 1 86 1% 3574:45 PM to 5:00 PM 0 3 0 13 1 0 5 1 1 0 0 7 10 9 0 0 10 16 9 0 84 1% 350 13635:00 PM to 5:15 PM 0 2 2 9 0 0 15 1 1 0 0 8 10 9 2 0 12 7 15 0 91 2% 346 13865:15 PM to 5:30 PM 0 1 4 19 1 0 12 3 4 0 0 9 3 6 0 0 10 8 17 0 96 1% 315 13685:30 PM to 5:45 PM 0 2 1 12 0 0 8 2 3 0 0 7 8 3 0 0 10 7 16 4 79 5% 278 12895:45 PM to 6:00 PM 0 1 4 10 0 0 13 0 3 0 0 3 7 4 0 0 14 9 12 0 80 0% 270 12096:00 PM to 6:15 PM 0 1 1 11 1 0 9 0 2 0 0 8 4 1 0 0 6 8 9 0 60 2% 2386:15 PM to 6:30 PM 0 2 1 9 0 0 11 2 0 0 0 2 5 1 0 0 11 7 8 0 59 0% 2256:30 PM to 6:45 PM 0 3 2 8 0 0 10 2 2 0 0 3 7 3 0 0 14 12 5 0 71 0% 2096:45 PM to 7:00 PM 0 0 0 3 0 0 5 0 2 0 0 4 11 2 1 0 6 7 8 0 48 2% 1827:00 PM to 7:15 PM 0 0 1 2 0 0 5 2 2 0 0 2 5 4 0 0 3 10 11 2 47 4% 1807:15 PM to 7:30 PM 0 0 1 7 0 0 6 0 2 0 0 1 5 0 0 0 8 7 6 0 43 0% 1997:30 PM to 7:45 PM 0 2 1 6 0 0 2 2 0 0 0 3 1 3 0 0 11 3 10 0 44 0% 2007:45 PM to 8:00 PM 0 2 0 8 0 0 3 2 2 0 0 2 3 0 0 0 7 7 10 0 46 0% 1988:00 PM to 8:15 PM 0 1 0 6 0 0 9 2 3 0 0 7 4 4 0 0 13 5 12 0 66 0% 1948:15 PM to 8:30 PM 0 0 1 5 0 0 4 0 2 0 0 4 2 1 0 0 5 12 8 0 44 0% 1768:30 PM to 8:45 PM 0 0 2 6 0 0 9 0 0 0 0 1 3 2 0 0 9 5 5 0 42 0% 1728:45 PM to 9:00 PM 0 1 3 5 0 0 3 0 2 0 0 4 1 4 0 0 9 4 6 0 42 0% 1649:00 PM to 9:15 PM 0 0 1 4 0 0 4 3 1 0 0 3 4 1 0 0 11 3 13 0 48 0% 1509:15 PM to 9:30 PM 0 0 1 4 0 0 5 0 2 0 0 1 8 2 0 0 5 6 6 0 40 0% 1339:30 PM to 9:45 PM 0 0 1 2 0 0 6 0 0 0 0 2 7 0 0 0 4 5 7 0 34 0% 1199:45 PM to 10:00 PM 0 0 1 2 0 0 2 0 0 0 0 1 10 0 0 0 7 2 3 0 28 0% 119 10:00 PM to 10:15 PM 0 2 0 1 0 0 2 0 2 0 0 1 13 0 0 0 3 2 5 0 31 0% 10810:15 PM to 10:30 PM 0 0 0 1 0 0 3 0 0 0 0 3 11 0 0 0 2 2 4 0 26 0% 9010:30 PM to 10:45 PM 0 1 0 3 0 0 3 0 0 0 0 2 13 2 0 0 5 1 4 0 34 0% 7710:45 PM to 11:00 PM 0 1 0 2 0 0 1 0 0 0 0 1 6 0 0 0 5 1 0 0 17 0% 5411:00 PM to 11:15 PM 0 0 0 0 0 0 0 1 0 0 0 2 2 0 0 0 4 2 2 0 13 0% 4611:15 PM to 11:30 PM 0 0 0 0 0 0 4 0 0 0 0 1 2 1 0 0 0 1 4 0 13 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 3 1 1 0 2 1 3 0 11 9%11:45 PM to 12:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 3 2 0 0 0 1 1 0 9 0% 4 58 125 628 16 1 687 97 127 16 0 152 394 137 14 8 630 376 558 33 3982 2% 358 386
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 2 6 17 93 3 0 104 11 15 0 0 0 22 3 0 0 42 10 33 3 358 2% 0.97 4:30 PM to 5:30 PM 0 7 7 48 2 0 44 7 11 0 0 31 31 26 2 0 50 39 56 1 357 1% 0.93 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 128
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 2:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 28:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 29:15 AM to 9:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 2 2 3 29:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sunnyside Ave @ Sumner Ave 36.6271983
Fresno -119.6911674
Tuesday, May 20, 2025 Clear
1 129
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:45 PM to 1:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11:45 PM to 2:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 17:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 17:30 PM to 7:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 28:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 4 28:15 PM to 8:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 1 4 2 7 28:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 4 0 7 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 2 17 1 48 8 68 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 130
Section 10, Item C
4 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 2 0 1 0 1 3 0 0 0 0 1 0 0 2 1 0 1 0 11 9% 36 12:15 AM to 12:30 AM 0 0 3 0 1 0 4 5 2 0 0 0 1 0 0 0 0 0 0 0 15 7% 3112:30 AM to 12:45 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 2212:45 AM to 1:00 AM 0 0 2 0 0 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 25 1:00 AM to 1:15 AM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 6 0% 221:15 AM to 1:30 AM 0 0 3 0 2 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 6 33% 231:30 AM to 1:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0 1 0 0 5 0% 221:45 AM to 2:00 AM 0 0 0 0 0 0 0 1 1 1 0 1 0 1 0 0 0 0 1 0 5 20% 212:00 AM to 2:15 AM 0 0 1 0 1 1 1 1 1 0 0 0 2 0 0 0 0 0 0 0 7 14% 212:15 AM to 2:30 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 20% 172:30 AM to 2:45 AM 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 212:45 AM to 3:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 2 0 5 0% 193:00 AM to 3:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 3 33% 223:15 AM to 3:30 AM 0 1 2 0 0 0 2 2 0 0 0 1 1 0 1 0 0 0 0 0 9 11% 213:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0% 233:45 AM to 4:00 AM 0 0 1 0 0 0 1 2 0 0 0 0 2 0 0 0 0 0 2 0 8 0% 364:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 544:15 AM to 4:30 AM 0 1 1 0 0 0 0 0 0 0 0 1 0 3 0 0 0 2 3 0 11 0% 954:30 AM to 4:45 AM 0 1 3 1 0 0 0 6 0 0 0 0 1 0 0 0 0 1 2 0 15 0% 1824:45 AM to 5:00 AM 0 1 7 0 1 0 0 10 0 0 0 0 3 0 0 0 0 1 4 0 26 4% 2985:00 AM to 5:15 AM 0 1 5 0 1 0 1 17 2 0 0 1 3 2 0 0 1 4 6 0 43 2% 3445:15 AM to 5:30 AM 0 2 13 0 1 0 1 52 2 1 0 2 3 3 0 0 2 9 9 1 98 3% 3565:30 AM to 5:45 AM 0 4 18 0 0 0 3 71 3 0 0 3 9 5 0 0 1 3 11 0 131 0% 3175:45 AM to 6:00 AM 0 4 12 1 1 0 5 30 1 0 0 1 1 2 0 0 2 4 9 1 72 3% 2786:00 AM to 6:15 AM 0 4 19 0 1 0 5 8 2 0 0 4 3 2 0 0 1 4 3 0 55 2% 2926:15 AM to 6:30 AM 0 1 15 1 0 0 6 14 3 0 0 1 4 0 0 0 0 2 12 0 59 0% 3306:30 AM to 6:45 AM 0 2 24 0 0 0 7 19 3 1 0 7 4 2 0 0 3 5 16 0 92 1% 3556:45 AM to 7:00 AM 0 2 17 1 3 0 6 20 7 0 0 1 0 1 0 0 2 9 20 0 86 3% 3747:00 AM to 7:15 AM 0 3 12 0 0 0 9 34 1 1 0 4 3 1 1 0 1 4 21 0 93 2% 3867:15 AM to 7:30 AM 0 0 15 0 0 0 7 36 1 1 0 3 1 2 0 0 0 7 12 0 84 1% 3877:30 AM to 7:45 AM 0 1 33 1 0 0 9 16 4 0 0 4 7 3 1 0 1 2 30 0 111 1% 3887:45 AM to 8:00 AM 0 2 30 2 2 0 9 23 3 0 0 2 4 0 0 0 2 6 15 0 98 2% 3418:00 AM to 8:15 AM 0 0 16 1 0 0 5 25 1 3 0 7 8 4 3 0 2 5 20 1 94 7% 3018:15 AM to 8:30 AM 0 2 21 0 1 0 12 12 3 2 0 3 8 2 0 0 2 4 16 1 85 5% 2568:30 AM to 8:45 AM 0 1 12 0 0 0 3 17 2 3 0 5 2 2 1 0 1 7 12 3 64 11% 2338:45 AM to 9:00 AM 0 0 20 1 2 0 10 6 1 0 0 1 4 4 1 0 1 5 5 0 58 5% 2269:00 AM to 9:15 AM 0 1 9 0 1 0 7 11 1 1 0 3 7 0 0 0 1 1 8 0 49 4% 2279:15 AM to 9:30 AM 0 2 13 0 1 0 9 17 0 1 0 3 3 3 2 0 1 5 6 0 62 6% 2349:30 AM to 9:45 AM 0 2 10 0 0 0 10 13 1 1 0 2 4 1 0 0 2 4 8 0 57 2% 2259:45 AM to 10:00 AM 0 0 7 2 2 0 9 17 2 1 0 4 3 4 0 0 2 4 5 0 59 5% 213 10:00 AM to 10:15 AM 0 2 20 0 5 0 9 7 0 0 0 1 2 5 0 0 2 2 6 0 56 9% 21710:15 AM to 10:30 AM 0 0 15 0 1 0 7 12 1 1 0 2 3 2 0 0 1 2 8 0 53 4% 23210:30 AM to 10:45 AM 0 0 13 0 0 0 2 5 4 1 0 1 6 1 1 0 0 4 9 0 45 4% 23210:45 AM to 11:00 AM 0 0 13 0 0 0 7 14 3 1 0 3 3 3 0 0 1 7 9 0 63 2% 24411:00 AM to 11:15 AM 0 1 12 0 1 0 11 16 4 2 0 4 3 4 1 0 2 6 8 0 71 6% 253 Time
Northbound Southbound Eastbound Westbound
Clear
Clovis Ave @ South Ave
Fresno
Tuesday, May 20, 2025

36.6199478
-119.7002365
1 131
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 5 1 1 0 14 8 1 4 0 1 5 3 1 0 0 4 10 1 53 13% 26011:30 AM to 11:45 AM 0 0 15 0 0 0 10 10 0 1 0 1 5 2 0 0 0 6 8 2 57 5% 28011:45 AM to 12:00 PM 0 4 13 0 1 0 15 11 3 0 0 3 5 0 1 0 3 6 9 0 72 3% 292 12:00 PM to 12:15 PM 0 1 17 3 1 0 12 14 2 2 0 4 6 6 2 0 1 3 9 0 78 6% 29012:15 PM to 12:30 PM 0 0 22 0 0 0 11 14 2 0 0 2 6 0 0 0 0 6 10 0 73 0% 26712:30 PM to 12:45 PM 0 2 21 1 1 0 11 11 0 0 0 2 5 5 0 0 1 4 6 0 69 1% 27212:45 PM to 1:00 PM 0 1 22 0 1 0 10 16 0 0 0 4 8 0 0 0 0 6 3 0 70 1% 287 1:00 PM to 1:15 PM 0 0 14 1 0 0 12 16 1 0 0 1 2 0 1 0 0 2 6 0 55 2% 2871:15 PM to 1:30 PM 0 0 27 1 0 0 7 17 4 2 0 4 4 2 1 0 0 5 7 0 78 4% 3271:30 PM to 1:45 PM 0 9 21 2 7 0 7 22 0 1 0 4 7 1 1 0 0 6 5 1 84 12% 3531:45 PM to 2:00 PM 0 1 17 0 0 0 11 20 0 1 0 2 5 3 3 0 0 6 5 0 70 6% 4312:00 PM to 2:15 PM 0 4 20 0 4 0 9 20 3 3 0 7 12 6 3 0 2 4 8 0 95 11% 4452:15 PM to 2:30 PM 0 3 35 0 2 0 10 28 1 0 0 3 9 3 3 0 2 5 5 0 104 5% 4512:30 PM to 2:45 PM 0 4 72 1 4 0 10 38 6 3 0 4 13 3 3 0 0 3 8 0 162 6% 4432:45 PM to 3:00 PM 0 2 22 0 2 0 10 16 6 1 0 7 7 2 1 0 0 6 6 0 84 5% 3903:00 PM to 3:15 PM 0 1 27 0 1 0 15 19 6 0 0 7 13 4 2 0 0 3 6 0 101 3% 4033:15 PM to 3:30 PM 0 2 30 2 1 0 8 22 6 2 0 4 9 5 0 0 0 5 3 1 96 4% 4013:30 PM to 3:45 PM 0 0 25 0 1 0 17 23 10 2 0 6 17 2 0 0 0 2 7 0 109 3% 3753:45 PM to 4:00 PM 0 3 28 2 5 0 13 24 3 3 0 4 10 7 2 0 0 0 3 0 97 10% 3594:00 PM to 4:15 PM 0 0 17 0 3 0 19 23 4 1 0 2 12 9 2 0 1 6 6 0 99 6% 3654:15 PM to 4:30 PM 0 1 21 0 0 0 9 12 1 2 0 2 6 6 3 0 1 3 8 0 70 7% 3534:30 PM to 4:45 PM 0 1 12 1 0 0 11 28 4 2 0 7 12 5 1 0 0 4 8 0 93 3% 3884:45 PM to 5:00 PM 0 3 14 0 0 0 18 38 3 2 0 8 7 5 1 0 1 2 4 0 103 3% 387 14935:00 PM to 5:15 PM 0 4 17 0 0 0 12 30 3 0 0 2 4 5 0 0 0 3 7 2 87 2% 355 14835:15 PM to 5:30 PM 0 2 17 0 1 0 17 36 3 3 0 5 17 2 2 0 0 0 6 0 105 6% 341 14715:30 PM to 5:45 PM 0 1 20 0 2 0 19 23 6 3 0 2 8 3 0 0 1 1 8 0 92 5% 291 13745:45 PM to 6:00 PM 0 1 11 0 1 0 6 23 6 2 0 4 2 3 1 0 0 7 8 0 71 6% 260 12476:00 PM to 6:15 PM 0 1 11 1 1 0 16 21 3 0 0 2 5 2 1 0 0 3 8 0 73 3% 2376:15 PM to 6:30 PM 0 3 8 0 0 0 11 14 1 2 0 3 9 1 1 0 1 0 4 0 55 5% 2116:30 PM to 6:45 PM 0 1 16 2 1 0 5 21 1 0 0 1 2 2 2 0 0 4 6 0 61 5% 1966:45 PM to 7:00 PM 0 1 7 0 0 0 5 13 0 0 0 4 7 1 1 0 0 4 6 0 48 2% 1737:00 PM to 7:15 PM 0 0 10 0 1 0 9 12 5 1 0 0 5 1 0 0 1 2 2 0 47 4% 1657:15 PM to 7:30 PM 0 1 12 1 0 0 6 5 0 0 0 1 5 1 0 0 0 6 2 0 40 0% 1637:30 PM to 7:45 PM 0 2 11 1 0 0 8 3 5 0 0 1 1 1 0 0 1 2 2 0 38 0% 1587:45 PM to 8:00 PM 0 1 6 0 0 0 9 10 2 1 0 1 3 1 0 0 0 4 3 0 40 3% 1518:00 PM to 8:15 PM 0 2 12 0 1 0 9 10 0 0 0 2 1 1 0 0 0 2 6 0 45 2% 1458:15 PM to 8:30 PM 0 1 5 0 0 0 1 16 2 1 0 1 1 2 0 0 0 1 5 0 35 3% 1368:30 PM to 8:45 PM 0 0 7 0 0 0 5 9 1 0 0 1 1 0 0 0 1 2 4 0 31 0% 1258:45 PM to 9:00 PM 0 1 6 1 0 0 7 10 2 0 0 1 0 2 2 0 1 1 2 0 34 6% 1329:00 PM to 9:15 PM 0 0 6 0 1 0 14 10 0 0 0 1 2 1 0 0 1 0 1 0 36 3% 1319:15 PM to 9:30 PM 0 1 2 0 0 0 6 14 0 0 0 1 0 0 0 0 0 0 0 0 24 0% 1439:30 PM to 9:45 PM 0 0 3 0 0 0 11 18 1 0 0 0 1 0 0 0 0 2 2 0 38 0% 1529:45 PM to 10:00 PM 0 0 3 1 0 0 5 20 0 1 0 1 1 1 1 0 0 0 1 0 33 6% 161 10:00 PM to 10:15 PM 0 0 8 0 0 0 8 22 1 0 0 2 2 1 1 0 0 1 3 0 48 2% 16310:15 PM to 10:30 PM 0 0 6 0 0 0 4 17 2 0 0 2 1 0 0 0 1 0 0 0 33 0% 13710:30 PM to 10:45 PM 0 0 6 0 0 0 9 26 0 0 0 0 2 0 0 0 0 1 3 0 47 0% 11410:45 PM to 11:00 PM 0 1 2 0 0 0 4 22 0 1 0 3 3 0 1 0 0 0 0 0 35 6% 8511:00 PM to 11:15 PM 0 0 4 0 0 0 3 11 1 0 0 0 2 0 0 0 0 0 1 0 22 0% 8011:15 PM to 11:30 PM 0 0 2 0 0 0 2 4 0 2 0 0 0 0 0 0 0 0 2 0 10 20% 11:30 PM to 11:45 PM 0 0 2 0 0 0 5 9 0 2 0 0 1 0 0 0 0 1 0 0 18 11%11:45 PM to 12:00 AM 0 0 4 0 0 0 7 14 0 1 0 0 0 1 0 0 0 0 4 0 30 3% 1 109 1168 33 74 1 677 1446 171 74 0 205 383 177 57 3 55 265 547 14 5241 4% 388 451
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 5 100 4 3 0 35 76 11 5 0 16 27 9 4 0 7 17 81 2 388 4% 0.87 4:30 PM to 5:30 PM 0 10 60 1 1 0 58 132 13 7 0 22 40 17 4 0 1 9 25 2 388 4% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 132
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Clovis Ave @ South Ave 36.6199478
Fresno -119.7002365
Tuesday, May 20, 2025 Clear
1 133
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 15:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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 1 0 0 0 0 0 0 0 2 0 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 134
Section 10, Item C
5 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 1 0 0 0 1 0 0 0 0 0 1 2 0 0 0 1 0 0 6 0% 22 12:15 AM to 12:30 AM 0 0 0 1 0 0 0 2 0 0 0 2 1 2 0 0 1 0 0 0 9 0% 2112:30 AM to 12:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 1712:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 0 0 5 0% 17 1:00 AM to 1:15 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 0 0 0 5 0% 151:15 AM to 1:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 5 0% 131:30 AM to 1:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0% 91:45 AM to 2:00 AM 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 72:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 3 0% 62:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 52:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 82:45 AM to 3:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 103:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 2 50% 163:15 AM to 3:30 AM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 4 0% 153:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0% 153:45 AM to 4:00 AM 0 2 1 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0 1 0 8 0% 204:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 244:15 AM to 4:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 4 0% 464:30 AM to 4:45 AM 0 3 0 1 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 7 0% 744:45 AM to 5:00 AM 0 2 0 2 0 0 1 0 2 0 0 0 3 0 0 0 0 1 1 0 12 0% 985:00 AM to 5:15 AM 0 5 1 5 0 0 1 0 4 0 0 1 3 0 0 0 0 3 0 0 23 0% 1115:15 AM to 5:30 AM 0 7 0 6 1 0 1 0 6 0 0 0 4 0 0 0 0 7 1 0 32 3% 1055:30 AM to 5:45 AM 0 8 1 2 0 0 0 1 5 0 0 0 9 2 0 0 0 3 0 0 31 0% 1065:45 AM to 6:00 AM 0 5 0 4 0 0 1 0 2 0 0 0 5 3 0 0 0 5 0 0 25 0% 1306:00 AM to 6:15 AM 0 2 0 1 0 0 0 1 2 0 0 0 3 3 0 0 0 4 1 0 17 0% 1476:15 AM to 6:30 AM 0 5 1 4 0 0 1 1 2 0 0 2 5 4 0 0 1 7 0 0 33 0% 1846:30 AM to 6:45 AM 0 9 3 4 0 0 3 2 7 0 0 2 5 4 0 0 3 10 3 0 55 0% 1936:45 AM to 7:00 AM 0 11 0 3 0 0 0 1 9 0 0 2 2 3 1 0 1 8 2 0 42 2% 2187:00 AM to 7:15 AM 0 13 1 3 0 0 3 1 9 0 0 4 6 2 1 0 4 8 0 0 54 2% 2367:15 AM to 7:30 AM 0 6 2 7 1 0 3 1 5 0 0 4 5 1 1 0 3 5 0 1 42 7% 2507:30 AM to 7:45 AM 0 14 3 12 3 0 2 1 11 0 0 3 9 3 0 0 3 17 2 1 80 5% 2837:45 AM to 8:00 AM 0 7 3 11 1 0 3 0 4 0 0 4 8 5 2 0 0 14 1 1 60 7% 2458:00 AM to 8:15 AM 0 10 10 8 0 0 3 3 3 1 0 3 5 3 2 0 5 13 2 1 68 6% 2218:15 AM to 8:30 AM 0 8 7 8 1 0 1 5 4 0 0 6 13 3 0 0 8 10 2 0 75 1% 1898:30 AM to 8:45 AM 0 7 0 5 2 0 0 5 9 0 0 3 3 0 0 0 5 4 1 0 42 5% 1538:45 AM to 9:00 AM 0 3 5 1 0 0 3 1 0 0 0 1 9 3 0 0 2 7 1 0 36 0% 1509:00 AM to 9:15 AM 0 5 0 2 0 0 2 3 4 0 0 2 10 4 0 0 3 1 0 0 36 0% 1559:15 AM to 9:30 AM 0 4 2 5 0 0 2 1 5 0 0 1 7 4 0 0 4 3 1 0 39 0% 1509:30 AM to 9:45 AM 0 2 1 6 0 0 1 0 6 0 0 1 11 2 0 0 3 6 0 0 39 0% 1499:45 AM to 10:00 AM 0 4 0 7 0 0 0 1 4 0 0 1 8 4 0 0 6 3 3 0 41 0% 139 10:00 AM to 10:15 AM 0 3 2 3 0 0 0 3 2 0 0 2 7 2 0 0 2 5 0 0 31 0% 14610:15 AM to 10:30 AM 0 3 2 3 0 0 0 3 5 0 0 5 5 2 0 0 2 6 2 0 38 0% 14910:30 AM to 10:45 AM 0 4 1 3 0 0 1 3 3 0 0 1 4 1 1 0 3 5 0 0 29 3% 15710:45 AM to 11:00 AM 0 6 2 4 1 0 3 3 5 0 0 1 7 4 1 0 6 7 0 0 48 4% 16811:00 AM to 11:15 AM 0 3 2 2 0 0 2 0 7 0 0 3 7 3 2 0 2 2 1 0 34 6% 171 Time
Northbound Southbound Eastbound Westbound
Clear
Sunnyside Ave @ South Ave
Fresno
Tuesday, May 20, 2025

36.6199822
-119.6912522
1 135
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 2 0 5 0 0 1 2 4 1 0 2 14 4 2 0 1 10 1 0 46 7% 17811:30 AM to 11:45 AM 0 4 0 3 3 0 1 2 5 0 0 4 6 4 0 0 1 4 6 0 40 8% 18411:45 AM to 12:00 PM 0 4 0 3 0 1 2 2 9 0 0 5 12 2 1 0 4 6 1 0 51 2% 186 12:00 PM to 12:15 PM 0 2 1 0 0 0 2 0 5 0 0 11 9 3 1 0 2 5 1 1 41 5% 17412:15 PM to 12:30 PM 0 3 3 3 0 0 1 4 3 0 0 4 8 8 0 0 5 8 2 2 52 4% 16712:30 PM to 12:45 PM 0 2 1 4 1 0 1 0 2 0 0 8 8 1 0 0 5 8 2 0 42 2% 15212:45 PM to 1:00 PM 0 0 2 3 0 0 2 2 3 0 0 3 10 5 0 0 1 6 2 0 39 0% 151 1:00 PM to 1:15 PM 0 5 3 2 0 0 0 1 2 0 0 5 7 3 0 0 3 1 2 0 34 0% 1561:15 PM to 1:30 PM 0 6 1 3 0 0 0 3 1 0 0 6 6 1 0 0 3 6 1 0 37 0% 1701:30 PM to 1:45 PM 0 2 2 3 0 0 0 2 1 0 0 1 8 7 0 0 7 7 1 2 41 5% 1851:45 PM to 2:00 PM 0 5 5 8 1 0 2 0 1 0 0 1 8 6 1 0 2 5 1 0 44 5% 1882:00 PM to 2:15 PM 0 6 1 7 0 0 0 1 0 0 0 1 15 3 1 0 4 8 2 0 48 2% 1952:15 PM to 2:30 PM 0 5 3 3 1 0 1 5 1 1 0 2 9 9 0 0 6 6 2 0 52 4% 2042:30 PM to 2:45 PM 0 3 1 5 1 0 1 3 1 0 0 2 11 9 3 0 1 6 1 0 44 9% 2082:45 PM to 3:00 PM 0 3 2 8 1 0 2 4 2 1 0 0 13 4 0 0 4 7 2 0 51 4% 2383:00 PM to 3:15 PM 0 2 5 6 0 0 0 3 1 0 0 1 13 14 1 0 2 7 3 0 57 2% 2523:15 PM to 3:30 PM 0 3 6 6 2 0 2 3 2 1 0 4 9 5 2 0 11 3 2 1 56 11% 2543:30 PM to 3:45 PM 0 5 3 9 1 0 0 10 0 0 0 3 20 9 1 0 10 3 2 0 74 3% 2433:45 PM to 4:00 PM 0 2 5 5 1 0 5 7 0 1 0 2 15 7 2 0 14 1 2 0 65 6% 2264:00 PM to 4:15 PM 0 2 1 5 1 0 0 3 1 0 0 2 20 8 0 0 4 9 4 0 59 2% 2144:15 PM to 4:30 PM 0 7 2 5 0 0 1 3 1 0 0 3 9 2 0 0 5 5 2 0 45 0% 2074:30 PM to 4:45 PM 0 4 1 9 0 0 2 4 1 0 0 0 19 4 1 0 6 7 0 0 57 2% 2304:45 PM to 5:00 PM 0 1 0 6 0 0 3 3 0 0 0 3 15 9 1 0 6 6 1 1 53 4% 236 8875:00 PM to 5:15 PM 0 5 5 5 0 0 2 1 0 0 0 2 6 7 0 0 11 5 3 2 52 4% 234 9075:15 PM to 5:30 PM 0 3 5 4 0 0 4 5 0 0 0 1 23 10 1 0 8 3 2 0 68 1% 233 9335:30 PM to 5:45 PM 0 5 7 5 0 0 0 4 0 0 0 1 13 11 0 0 8 6 3 0 63 0% 215 9185:45 PM to 6:00 PM 0 3 5 4 0 0 0 4 0 0 0 3 9 3 0 0 8 12 0 0 51 0% 180 8626:00 PM to 6:15 PM 0 6 1 6 0 0 0 2 0 0 0 1 12 10 1 0 5 6 2 1 51 4% 1646:15 PM to 6:30 PM 0 2 4 2 0 0 4 5 0 0 0 1 10 9 1 0 10 2 1 0 50 2% 1396:30 PM to 6:45 PM 0 4 2 1 0 0 1 2 0 0 0 0 5 4 0 0 3 6 0 0 28 0% 1296:45 PM to 7:00 PM 0 7 1 7 0 0 1 0 0 0 0 1 9 2 0 0 1 3 3 0 35 0% 1287:00 PM to 7:15 PM 0 1 1 2 0 0 1 2 0 0 0 0 8 4 0 0 3 4 0 0 26 0% 1237:15 PM to 7:30 PM 0 2 4 8 0 0 0 2 1 0 0 0 8 5 0 0 3 5 2 0 40 0% 1307:30 PM to 7:45 PM 0 1 2 3 0 0 1 2 0 0 0 1 4 3 0 0 6 4 0 0 27 0% 1187:45 PM to 8:00 PM 0 2 1 2 0 0 0 3 1 0 0 1 4 8 0 0 2 4 2 0 30 0% 1178:00 PM to 8:15 PM 0 2 1 2 0 0 2 4 1 0 0 0 8 1 0 0 7 4 1 0 33 0% 1128:15 PM to 8:30 PM 0 5 1 7 0 0 2 3 0 0 0 1 1 2 0 0 4 2 0 0 28 0% 1128:30 PM to 8:45 PM 0 2 3 2 0 0 0 3 0 0 0 1 4 2 0 0 4 4 1 0 26 0% 1008:45 PM to 9:00 PM 0 2 1 3 0 0 0 4 0 0 0 0 5 3 0 0 2 3 2 0 25 0% 979:00 PM to 9:15 PM 0 1 2 5 0 0 2 2 0 0 0 2 10 4 0 0 2 1 2 0 33 0% 859:15 PM to 9:30 PM 0 0 3 2 0 0 0 1 0 0 0 0 3 3 0 0 2 1 1 0 16 0% 719:30 PM to 9:45 PM 0 1 1 0 0 0 0 2 0 0 0 3 6 4 0 0 3 3 0 0 23 0% 739:45 PM to 10:00 PM 0 1 0 1 0 0 0 3 0 0 0 0 2 4 0 0 2 0 0 0 13 0% 69 10:00 PM to 10:15 PM 0 2 0 3 0 0 1 2 0 0 0 0 6 3 0 0 0 2 0 0 19 0% 7710:15 PM to 10:30 PM 0 0 1 1 0 0 0 0 0 0 0 1 3 7 0 0 3 1 1 0 18 0% 6810:30 PM to 10:45 PM 0 1 1 0 0 0 0 1 0 0 0 1 7 3 0 0 1 4 0 0 19 0% 5810:45 PM to 11:00 PM 0 0 2 6 0 0 1 3 0 0 0 0 3 4 1 0 2 0 0 0 21 5% 4611:00 PM to 11:15 PM 0 1 0 1 0 0 0 1 0 0 0 0 3 3 0 0 1 0 0 0 10 0% 3811:15 PM to 11:30 PM 0 2 0 0 0 0 1 0 0 0 0 0 0 2 0 0 3 0 0 0 8 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 2 1 0 0 1 0 0 7 14%11:45 PM to 12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 3 4 0 0 2 1 0 1 13 8% 0 309 156 320 23 1 91 173 175 6 0 152 618 330 34 0 284 391 94 15 3094 3% 283 254
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 39 23 39 5 0 9 9 22 1 0 16 35 14 4 0 16 54 7 3 283 5% 0.88 4:45 PM to 5:45 PM 0 14 17 20 0 0 9 13 0 0 0 7 57 37 2 0 33 20 9 3 236 2% 0.87 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 136
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 4 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 19:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 19:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 AM to 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 3 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sunnyside Ave @ South Ave 36.6199822
Fresno -119.6912522
Tuesday, May 20, 2025 Clear
1 137
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 28:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 4 28:15 PM to 8:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 17 5 4 22 3 48 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 4
4:45 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 138
Section 10, Item C
6 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 3 0 0 4 2 7 0 0 0 2 1 0 0 1 1 0 0 21 0% 70 12:15 AM to 12:30 AM 0 0 0 2 0 0 0 1 5 1 0 0 2 1 0 0 7 3 0 0 21 5% 6612:30 AM to 12:45 AM 0 0 0 3 0 0 2 2 1 0 0 0 3 0 0 0 4 1 0 0 16 0% 6112:45 AM to 1:00 AM 0 0 0 2 0 0 6 1 0 0 0 0 0 2 0 0 1 0 0 0 12 0% 59 1:00 AM to 1:15 AM 0 0 0 1 0 0 2 2 1 1 0 0 2 2 0 0 5 2 0 1 17 12% 591:15 AM to 1:30 AM 0 0 0 2 0 0 3 1 0 2 0 0 4 0 0 0 5 1 0 0 16 13% 561:30 AM to 1:45 AM 0 0 0 0 0 0 1 6 1 0 0 0 1 1 1 0 1 3 0 0 14 7% 541:45 AM to 2:00 AM 0 0 0 2 0 0 2 2 1 0 0 0 2 2 0 0 1 0 0 0 12 0% 522:00 AM to 2:15 AM 0 0 0 3 0 0 3 4 0 0 0 0 1 0 0 0 1 2 0 0 14 0% 572:15 AM to 2:30 AM 0 0 0 3 1 0 2 2 0 0 0 0 1 1 1 0 2 3 0 1 14 21% 542:30 AM to 2:45 AM 0 1 0 0 0 0 1 2 1 0 0 0 1 0 0 0 5 1 0 0 12 0% 532:45 AM to 3:00 AM 0 0 0 4 1 0 3 0 0 1 0 0 4 1 0 0 5 0 0 2 17 24% 603:00 AM to 3:15 AM 0 0 0 1 0 0 3 3 1 1 0 0 0 0 0 0 2 1 0 0 11 9% 653:15 AM to 3:30 AM 0 0 0 5 0 0 2 1 1 0 0 0 2 0 0 0 2 0 0 1 13 8% 693:30 AM to 3:45 AM 0 1 0 5 0 0 3 2 0 0 0 0 4 1 0 0 1 2 0 0 19 0% 843:45 AM to 4:00 AM 0 0 0 5 1 0 3 3 0 0 0 0 3 1 0 0 6 1 0 0 22 5% 1204:00 AM to 4:15 AM 0 0 0 4 0 0 4 1 1 0 0 0 0 3 0 0 2 0 0 0 15 0% 1774:15 AM to 4:30 AM 0 0 0 3 0 0 11 1 1 1 0 0 6 1 0 0 3 2 0 1 28 7% 2814:30 AM to 4:45 AM 0 0 0 7 0 0 18 5 5 0 0 0 5 4 0 0 9 2 0 0 55 0% 4314:45 AM to 5:00 AM 0 0 0 12 0 0 31 6 2 1 0 0 7 6 0 0 14 1 0 0 79 1% 5405:00 AM to 5:15 AM 0 2 0 17 0 0 40 24 3 1 0 0 12 4 0 0 14 3 0 1 119 2% 6105:15 AM to 5:30 AM 0 2 0 21 0 0 57 38 5 2 0 0 12 9 0 0 28 6 0 0 178 1% 6085:30 AM to 5:45 AM 0 0 0 27 1 0 68 23 3 2 0 0 15 8 0 0 12 8 0 0 164 2% 5775:45 AM to 6:00 AM 0 0 0 27 0 0 59 19 4 4 0 0 13 7 0 0 13 7 0 0 149 3% 6036:00 AM to 6:15 AM 0 2 0 30 0 0 36 6 3 1 0 0 10 6 0 0 20 4 0 0 117 1% 6366:15 AM to 6:30 AM 0 1 0 32 1 0 38 27 5 3 0 0 17 3 0 0 19 5 0 2 147 4% 7006:30 AM to 6:45 AM 1 4 0 43 0 0 29 21 6 2 0 0 27 11 0 0 34 14 0 3 190 3% 8066:45 AM to 7:00 AM 0 0 0 38 2 0 49 21 3 3 0 0 25 4 0 0 31 11 0 3 182 4% 9147:00 AM to 7:15 AM 0 2 0 37 1 0 22 30 7 6 0 0 34 8 0 0 29 12 0 1 181 4% 10697:15 AM to 7:30 AM 0 3 0 66 4 0 38 32 7 0 0 0 42 11 0 0 37 17 0 4 253 3% 12107:30 AM to 7:45 AM 0 2 0 92 1 0 40 31 4 7 0 0 61 11 2 0 37 20 0 3 298 4% 12627:45 AM to 8:00 AM 0 0 0 90 3 0 64 34 4 3 0 0 65 11 2 0 52 17 0 3 337 3% 11998:00 AM to 8:15 AM 0 2 0 99 0 0 44 11 3 5 0 0 74 6 2 0 61 22 0 1 322 2% 10448:15 AM to 8:30 AM 0 0 0 83 1 0 41 19 4 4 0 0 55 7 0 0 63 33 0 2 305 2% 8998:30 AM to 8:45 AM 0 2 0 50 2 0 31 25 5 9 0 0 23 11 0 0 50 38 0 3 235 6% 7678:45 AM to 9:00 AM 0 1 0 49 2 0 34 14 6 7 0 0 31 1 3 0 33 13 0 3 182 8% 7219:00 AM to 9:15 AM 0 1 0 39 1 0 37 22 3 4 0 0 20 8 2 0 28 19 0 5 177 7% 7079:15 AM to 9:30 AM 0 0 0 44 1 0 36 16 4 7 0 0 25 5 0 0 32 11 0 2 173 6% 6879:30 AM to 9:45 AM 0 3 0 31 1 0 36 21 3 4 0 0 22 7 1 0 43 23 0 3 189 5% 6819:45 AM to 10:00 AM 0 0 0 49 0 0 23 16 6 3 0 0 24 8 1 0 25 17 0 2 168 4% 677 10:00 AM to 10:15 AM 0 1 0 39 1 0 22 16 10 3 0 0 21 6 1 0 26 16 0 1 157 4% 68510:15 AM to 10:30 AM 0 1 0 35 0 0 34 10 4 2 0 0 27 1 1 0 31 24 0 2 167 3% 69610:30 AM to 10:45 AM 0 1 0 29 2 0 33 19 8 5 0 0 30 9 0 0 36 20 0 2 185 5% 67110:45 AM to 11:00 AM 0 3 0 41 0 0 30 13 7 2 0 0 18 5 0 0 41 18 0 3 176 3% 66111:00 AM to 11:15 AM 0 1 0 41 1 0 30 11 4 2 0 0 19 10 0 0 36 16 0 1 168 2% 652 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave
Fresno
Tuesday, May 20, 2025

36.6262966
-119.684794
1 139
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 0 30 0 0 26 9 4 2 0 0 16 4 0 0 44 8 0 0 142 1% 66711:30 AM to 11:45 AM 0 1 0 51 1 0 27 16 6 3 0 0 15 3 0 0 38 18 0 0 175 2% 72511:45 AM to 12:00 PM 0 3 0 28 1 0 27 20 3 4 0 0 22 8 2 0 34 22 0 0 167 4% 740 12:00 PM to 12:15 PM 0 1 0 30 0 0 28 24 8 3 0 0 25 5 0 0 40 22 0 2 183 3% 77712:15 PM to 12:30 PM 0 1 0 39 0 0 40 14 10 3 0 0 18 9 0 0 49 20 0 3 200 3% 78612:30 PM to 12:45 PM 0 2 0 44 2 0 37 17 7 2 0 0 21 5 2 0 40 17 0 1 190 4% 78712:45 PM to 1:00 PM 0 3 0 42 2 0 38 16 5 2 0 0 25 7 0 0 46 22 0 1 204 2% 775 1:00 PM to 1:15 PM 0 0 0 45 0 0 33 19 10 1 0 0 23 6 0 0 37 19 0 4 192 3% 7991:15 PM to 1:30 PM 0 1 0 42 2 0 43 22 8 8 0 0 16 11 2 0 39 19 0 3 201 7% 8081:30 PM to 1:45 PM 0 5 0 38 0 0 35 11 4 3 0 0 24 14 1 0 30 17 0 0 178 2% 8271:45 PM to 2:00 PM 0 1 0 60 1 0 41 22 4 6 0 0 31 3 1 0 49 17 0 1 228 4% 8552:00 PM to 2:15 PM 0 4 0 54 0 0 34 19 3 5 0 0 21 1 0 0 43 22 0 3 201 4% 8982:15 PM to 2:30 PM 0 3 0 41 1 0 41 24 6 2 0 0 14 4 0 0 57 30 0 4 220 3% 9912:30 PM to 2:45 PM 0 0 0 51 2 0 32 20 4 3 0 0 27 6 2 0 42 24 0 4 206 5% 10522:45 PM to 3:00 PM 0 2 0 87 3 0 36 28 9 2 0 0 24 8 1 0 45 32 0 2 271 3% 11753:00 PM to 3:15 PM 0 3 0 81 4 0 38 31 15 4 0 0 30 18 0 0 50 28 0 0 294 3% 11853:15 PM to 3:30 PM 0 3 0 69 2 0 42 32 7 1 0 0 52 8 0 0 44 24 0 2 281 2% 11473:30 PM to 3:45 PM 0 3 0 52 1 0 32 26 7 4 0 0 37 13 3 0 82 77 0 4 329 4% 11293:45 PM to 4:00 PM 0 2 0 52 4 0 19 26 7 2 0 0 39 6 1 0 72 58 0 2 281 3% 10414:00 PM to 4:15 PM 0 4 0 47 2 0 37 20 9 2 0 0 19 8 2 0 70 42 0 1 256 3% 10174:15 PM to 4:30 PM 0 4 0 62 3 0 27 20 7 3 0 0 20 7 0 0 81 35 0 2 263 3% 10384:30 PM to 4:45 PM 0 4 0 47 1 0 33 23 7 3 0 0 25 10 1 0 53 39 0 1 241 2% 10684:45 PM to 5:00 PM 0 4 0 60 1 0 38 33 6 4 0 0 18 17 1 0 46 35 0 0 257 2% 1054 41775:00 PM to 5:15 PM 0 0 0 51 1 0 34 36 11 3 0 0 28 11 1 0 71 35 0 0 277 2% 1041 42015:15 PM to 5:30 PM 0 0 0 66 1 0 44 34 13 2 0 0 32 12 1 0 53 39 0 0 293 1% 969 41325:30 PM to 5:45 PM 0 0 0 54 2 0 28 25 5 3 0 0 27 8 0 0 45 35 0 5 227 4% 904 39685:45 PM to 6:00 PM 0 2 0 45 0 0 39 29 11 2 0 0 28 9 0 0 48 33 0 1 244 1% 878 37926:00 PM to 6:15 PM 0 5 0 26 1 0 38 28 7 3 0 0 21 10 0 0 49 21 0 2 205 3% 8026:15 PM to 6:30 PM 0 7 0 38 0 0 22 27 5 0 0 0 35 10 0 0 57 27 0 1 228 0% 7696:30 PM to 6:45 PM 0 3 0 29 1 0 33 19 3 2 0 0 27 9 0 0 43 35 0 1 201 2% 6876:45 PM to 7:00 PM 0 0 0 32 0 0 27 23 4 2 0 0 22 4 0 0 34 22 0 1 168 2% 6407:00 PM to 7:15 PM 0 3 0 41 0 0 21 17 6 0 0 0 15 2 1 0 44 23 0 2 172 2% 6367:15 PM to 7:30 PM 0 2 0 28 0 0 25 8 7 2 0 0 18 4 0 0 34 20 0 1 146 2% 5997:30 PM to 7:45 PM 0 4 0 28 0 0 20 11 8 0 0 0 13 5 0 0 41 24 0 0 154 0% 5997:45 PM to 8:00 PM 0 7 0 24 0 0 23 14 2 4 0 0 13 10 0 0 38 33 0 3 164 4% 5638:00 PM to 8:15 PM 0 2 0 27 0 0 17 10 1 0 0 0 14 4 0 0 38 22 0 0 135 0% 5078:15 PM to 8:30 PM 0 2 0 30 0 0 14 10 8 0 0 0 17 5 0 0 34 26 0 1 146 1% 4648:30 PM to 8:45 PM 0 4 0 23 0 0 15 10 2 1 0 0 17 6 1 0 21 20 0 0 118 2% 4068:45 PM to 9:00 PM 0 2 0 23 0 0 20 8 3 1 0 0 7 6 0 0 20 19 0 0 108 1% 3719:00 PM to 9:15 PM 0 2 0 11 0 0 5 10 5 0 0 0 14 4 0 0 20 21 0 0 92 0% 3439:15 PM to 9:30 PM 0 0 0 15 0 0 3 1 4 0 0 0 12 7 0 0 24 22 0 1 88 1% 3319:30 PM to 9:45 PM 0 0 0 19 0 0 4 6 0 0 0 0 14 5 0 0 21 14 0 0 83 0% 3189:45 PM to 10:00 PM 0 2 0 13 0 0 6 4 1 0 0 0 10 8 0 0 17 19 0 2 80 3% 295 10:00 PM to 10:15 PM 0 3 0 5 0 0 2 4 0 2 0 0 10 5 0 0 39 12 0 4 80 8% 26210:15 PM to 10:30 PM 0 1 0 9 0 0 2 3 1 0 0 1 11 8 0 0 26 13 0 1 75 1% 22310:30 PM to 10:45 PM 0 0 0 7 0 0 5 1 1 1 0 0 14 7 0 0 18 7 0 1 60 3% 18110:45 PM to 11:00 PM 0 1 0 5 0 0 4 6 0 0 0 0 4 4 0 0 17 6 0 0 47 0% 16711:00 PM to 11:15 PM 0 1 0 3 0 0 6 1 1 1 0 0 5 0 0 0 15 9 0 2 41 7% 18611:15 PM to 11:30 PM 0 1 0 3 0 0 2 5 2 1 0 0 4 1 0 0 11 4 0 0 33 3% 11:30 PM to 11:45 PM 0 0 0 10 0 0 0 3 0 0 0 0 4 2 1 0 22 5 0 1 46 4%11:45 PM to 12:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 2 3 0 0 56 3 0 1 66 2% 1 145 0 3035 67 0 2318 1411 416 201 0 1 1772 554 41 0 2995 1636 0 127 14284 3% 1262 1185
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 4 0 364 5 0 189 95 15 19 0 0 255 35 6 0 213 92 0 9 1262 3% 0.94 4:30 PM to 5:30 PM 0 8 0 224 4 0 149 126 37 12 0 0 103 50 4 0 223 148 0 1 1068 2% 0.91 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 140
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:15 AM to 9:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 2 1 29:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave 36.6262966 Fresno -119.684794
Tuesday, May 20, 2025 Clear
1 141
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 112:45 PM to 1:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 4 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 111:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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 3 0 0 1 0 26 0 10 0 4 36 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 4
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 142
Section 10, Item C
7 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 0 1 1 0 0 0 0 0 0 1 8 0 0 0 0 1 6 0 18 6% 73 12:15 AM to 12:30 AM 0 1 0 3 0 0 0 0 0 0 0 1 3 0 0 0 0 9 3 0 20 0% 7112:30 AM to 12:45 AM 0 0 0 1 0 0 0 0 0 0 0 3 5 0 0 0 0 5 5 0 19 0% 6812:45 AM to 1:00 AM 0 1 0 1 0 0 0 0 0 0 0 1 7 0 0 0 0 0 6 1 16 6% 56 1:00 AM to 1:15 AM 0 1 0 2 0 0 0 0 0 0 0 1 3 0 0 0 0 8 1 1 16 6% 511:15 AM to 1:30 AM 0 0 1 0 1 0 0 0 0 0 0 3 7 0 5 0 0 4 2 2 17 47% 501:30 AM to 1:45 AM 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 4 0 0 7 0% 481:45 AM to 2:00 AM 0 0 0 2 0 0 0 0 0 0 0 4 3 0 1 0 0 1 1 0 11 9% 562:00 AM to 2:15 AM 0 0 0 2 0 0 0 0 0 0 0 2 5 0 0 0 0 3 3 0 15 0% 672:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 3 3 0 2 0 0 5 4 0 15 13% 662:30 AM to 2:45 AM 0 2 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 4 6 1 15 7% 652:45 AM to 3:00 AM 0 5 0 3 5 0 0 0 0 0 0 6 6 0 3 0 0 0 2 1 22 41% 713:00 AM to 3:15 AM 0 2 1 2 0 0 0 0 0 0 0 1 3 0 1 0 0 1 4 0 14 7% 763:15 AM to 3:30 AM 0 1 0 1 2 0 0 0 0 0 0 6 4 0 0 0 0 0 2 0 14 14% 763:30 AM to 3:45 AM 0 1 0 1 0 0 0 0 0 0 0 7 5 0 0 0 0 2 5 0 21 0% 963:45 AM to 4:00 AM 0 3 0 3 2 0 0 0 0 0 0 4 6 0 0 0 1 4 6 2 27 15% 1294:00 AM to 4:15 AM 0 0 0 1 0 0 0 0 0 0 0 2 6 0 0 0 0 2 3 0 14 0% 1874:15 AM to 4:30 AM 0 0 0 2 0 0 0 0 0 0 0 6 15 0 1 0 0 5 6 1 34 6% 2964:30 AM to 4:45 AM 0 2 0 4 1 0 0 0 0 0 0 10 19 0 0 0 0 10 9 0 54 2% 4234:45 AM to 5:00 AM 0 2 0 10 1 0 0 0 0 0 0 12 38 0 1 0 0 12 11 0 85 2% 5255:00 AM to 5:15 AM 0 4 0 14 1 0 0 0 0 0 0 19 49 0 2 0 0 13 24 4 123 6% 6035:15 AM to 5:30 AM 0 5 1 11 1 0 0 0 0 0 0 18 72 0 1 0 1 32 21 0 161 1% 6205:30 AM to 5:45 AM 0 1 0 16 1 0 0 0 0 0 0 28 76 0 3 0 0 18 17 3 156 4% 6415:45 AM to 6:00 AM 0 1 0 14 0 0 0 0 0 0 0 24 75 0 1 0 0 18 31 1 163 1% 6866:00 AM to 6:15 AM 0 4 0 17 0 0 0 0 0 0 0 24 52 0 0 0 0 21 22 0 140 0% 7436:15 AM to 6:30 AM 0 1 0 29 0 0 0 0 0 0 0 38 53 0 3 0 0 23 38 6 182 5% 8016:30 AM to 6:45 AM 0 8 1 23 1 0 0 0 0 0 0 54 45 0 1 0 0 39 31 3 201 2% 8806:45 AM to 7:00 AM 0 4 0 28 0 0 0 0 0 0 0 39 76 0 3 0 0 37 36 5 220 4% 10247:00 AM to 7:15 AM 0 7 0 23 1 0 0 0 0 0 0 40 53 0 6 0 0 36 39 5 198 6% 11787:15 AM to 7:30 AM 0 5 0 30 0 0 0 0 0 0 0 63 75 0 3 0 0 49 39 7 261 4% 13777:30 AM to 7:45 AM 0 7 0 34 3 0 0 0 0 0 0 90 109 0 6 0 0 46 59 4 345 4% 14837:45 AM to 8:00 AM 0 6 0 43 1 0 0 0 0 0 0 63 153 0 5 0 0 60 49 5 374 3% 13928:00 AM to 8:15 AM 0 5 0 38 0 0 0 0 0 0 0 54 160 0 4 0 0 82 58 1 397 1% 12238:15 AM to 8:30 AM 0 2 1 35 0 0 0 0 0 0 0 35 141 0 1 0 0 92 61 2 367 1% 10348:30 AM to 8:45 AM 0 4 0 33 2 0 0 0 0 0 0 34 66 0 5 0 0 83 34 3 254 4% 8708:45 AM to 9:00 AM 0 4 0 19 0 0 0 0 0 0 0 30 80 0 10 0 0 40 32 5 205 7% 8249:00 AM to 9:15 AM 0 4 0 24 1 0 0 0 0 0 0 26 70 0 6 0 0 43 41 7 208 7% 8109:15 AM to 9:30 AM 0 3 0 20 0 0 0 0 0 0 0 40 64 0 5 0 0 42 34 4 203 4% 7919:30 AM to 9:45 AM 0 7 0 23 5 0 0 0 0 0 0 24 64 0 5 0 0 56 34 7 208 8% 8029:45 AM to 10:00 AM 0 5 2 30 2 0 0 0 0 0 0 36 61 0 2 0 0 37 20 4 191 4% 788 10:00 AM to 10:15 AM 0 3 1 22 3 0 0 0 0 0 0 23 58 0 1 0 0 39 43 6 189 5% 79510:15 AM to 10:30 AM 0 6 1 26 1 0 0 0 0 0 0 35 60 0 3 0 0 52 34 2 214 3% 80310:30 AM to 10:45 AM 0 5 0 12 1 0 0 0 0 0 0 26 69 0 5 0 0 50 32 5 194 6% 76010:45 AM to 11:00 AM 0 5 1 20 2 0 0 0 0 0 0 25 63 0 2 0 0 54 30 2 198 3% 75711:00 AM to 11:15 AM 0 3 0 20 0 0 0 0 0 0 0 26 63 0 3 0 0 48 37 1 197 2% 744 Time
Northbound Southbound Eastbound Westbound
Clear
SR 99 NB Ramps @ Merced St
Fresno
Tuesday, May 20, 2025

36.6268988
-119.6839873
1 143
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 4 0 19 1 0 0 0 0 0 0 21 52 0 1 0 0 49 26 0 171 1% 73011:30 AM to 11:45 AM 0 9 1 18 0 0 0 0 0 0 0 34 57 0 4 0 0 46 26 0 191 2% 79011:45 AM to 12:00 PM 0 2 0 22 2 0 0 0 0 0 0 23 54 0 6 0 0 56 28 0 185 4% 808 12:00 PM to 12:15 PM 0 5 0 16 1 0 0 0 0 0 0 16 67 0 2 0 0 55 24 3 183 3% 85012:15 PM to 12:30 PM 0 9 1 26 2 0 0 0 0 0 0 28 69 0 2 0 0 58 40 4 231 3% 86812:30 PM to 12:45 PM 0 6 0 19 4 0 0 0 0 0 0 25 79 0 4 0 0 52 28 1 209 4% 86212:45 PM to 1:00 PM 0 4 0 19 0 0 0 0 0 0 0 30 76 0 3 0 0 64 34 3 227 3% 858 1:00 PM to 1:15 PM 0 5 0 17 1 0 0 0 0 0 0 35 68 0 0 0 0 51 25 3 201 2% 8961:15 PM to 1:30 PM 0 4 0 37 5 0 0 0 0 0 0 27 74 0 9 0 0 51 32 5 225 8% 9251:30 PM to 1:45 PM 0 6 0 31 3 0 0 0 0 0 0 23 74 0 4 0 0 41 30 1 205 4% 9421:45 PM to 2:00 PM 0 7 1 34 0 0 0 0 0 0 0 29 102 0 6 0 0 58 34 1 265 3% 10072:00 PM to 2:15 PM 0 8 0 26 2 0 0 0 0 0 0 33 76 0 4 0 0 57 30 4 230 4% 10172:15 PM to 2:30 PM 0 14 0 33 3 0 0 0 0 0 0 26 70 0 2 0 0 73 26 5 242 4% 10682:30 PM to 2:45 PM 0 9 0 26 6 0 0 0 0 0 0 33 76 0 7 0 0 63 63 4 270 6% 11332:45 PM to 3:00 PM 0 7 1 22 1 0 0 0 0 0 0 65 83 0 5 0 0 66 31 2 275 3% 12313:00 PM to 3:15 PM 0 4 0 28 1 0 0 0 0 0 0 50 95 0 6 0 0 77 27 0 281 2% 12733:15 PM to 3:30 PM 0 8 0 22 1 0 0 0 0 0 0 42 120 0 3 0 0 64 51 3 307 2% 12693:30 PM to 3:45 PM 0 13 0 39 2 0 0 0 0 0 0 33 90 0 6 0 0 146 47 5 368 4% 12503:45 PM to 4:00 PM 0 14 1 39 0 0 0 0 0 0 0 33 75 0 5 0 0 111 44 4 317 3% 11564:00 PM to 4:15 PM 0 10 0 19 0 0 0 0 0 0 0 24 78 0 3 0 0 105 41 1 277 1% 10934:15 PM to 4:30 PM 0 8 1 24 2 0 0 0 0 0 0 36 74 0 4 0 0 106 39 1 288 2% 11164:30 PM to 4:45 PM 0 7 2 24 0 0 0 0 0 0 0 27 76 0 4 0 0 84 54 2 274 2% 11234:45 PM to 5:00 PM 0 9 0 25 0 0 0 0 0 0 0 36 82 0 3 0 0 75 27 0 254 1% 1095 44275:00 PM to 5:15 PM 0 15 0 20 0 0 0 0 0 0 0 27 86 0 3 0 0 88 64 1 300 1% 1094 44285:15 PM to 5:30 PM 0 8 1 17 0 0 0 0 0 0 0 34 105 0 4 0 0 89 41 0 295 1% 993 43055:30 PM to 5:45 PM 0 16 0 29 6 0 0 0 0 0 0 32 77 0 4 0 0 62 30 2 246 5% 923 41055:45 PM to 6:00 PM 0 6 1 28 0 0 0 0 0 0 0 31 85 0 2 0 0 73 29 3 253 2% 882 38926:00 PM to 6:15 PM 0 9 1 15 1 0 0 0 0 0 0 14 72 0 4 0 0 62 26 2 199 4% 8116:15 PM to 6:30 PM 0 13 0 17 1 0 0 0 0 0 0 29 60 0 0 0 0 79 27 1 225 1% 8006:30 PM to 6:45 PM 0 15 0 16 0 0 0 0 0 0 0 22 68 0 3 0 0 59 25 1 205 2% 7306:45 PM to 7:00 PM 0 11 0 16 3 0 0 0 0 0 0 9 72 0 0 0 0 45 29 3 182 3% 6957:00 PM to 7:15 PM 0 5 0 10 1 0 0 0 0 0 0 22 55 0 1 0 0 64 32 2 188 2% 6707:15 PM to 7:30 PM 0 7 0 10 1 0 0 0 0 0 0 18 54 0 2 0 0 43 23 0 155 2% 6407:30 PM to 7:45 PM 0 7 0 16 0 0 0 0 0 0 0 18 45 0 0 0 0 58 26 0 170 0% 6257:45 PM to 8:00 PM 0 5 1 12 2 0 0 0 0 0 0 8 52 0 3 0 0 64 15 2 157 4% 5868:00 PM to 8:15 PM 0 7 0 15 0 0 0 0 0 0 0 12 46 0 0 0 0 56 22 0 158 0% 5488:15 PM to 8:30 PM 0 5 0 6 0 0 0 0 0 0 0 19 42 0 0 0 0 50 18 2 140 1% 4788:30 PM to 8:45 PM 0 17 0 12 2 0 0 0 0 0 0 15 40 0 1 0 0 24 23 1 131 3% 4308:45 PM to 9:00 PM 0 9 0 13 0 0 0 0 0 0 0 10 41 0 1 0 0 31 15 1 119 2% 3929:00 PM to 9:15 PM 0 11 0 9 0 0 0 0 0 0 0 4 26 0 0 0 0 26 12 0 88 0% 3549:15 PM to 9:30 PM 0 5 0 12 0 0 0 0 0 0 0 9 21 0 0 0 0 39 6 1 92 1% 3509:30 PM to 9:45 PM 0 5 0 8 0 0 0 0 0 0 0 12 24 0 0 0 0 30 14 1 93 1% 3379:45 PM to 10:00 PM 0 6 0 4 0 0 0 0 0 0 0 8 22 0 0 0 0 27 14 2 81 2% 307 10:00 PM to 10:15 PM 0 7 1 5 1 0 0 0 0 0 0 5 12 0 1 0 0 41 13 4 84 7% 26810:15 PM to 10:30 PM 0 6 0 8 2 0 0 0 0 0 0 7 14 0 0 0 0 33 11 1 79 4% 23110:30 PM to 10:45 PM 0 3 0 8 0 0 0 0 0 0 0 7 17 0 1 0 0 22 6 1 63 3% 18810:45 PM to 11:00 PM 0 2 0 4 0 0 0 0 0 0 0 2 10 0 0 0 0 20 4 0 42 0% 17311:00 PM to 11:15 PM 0 4 0 5 0 0 0 0 0 0 0 3 12 0 0 0 0 20 3 1 47 2% 20411:15 PM to 11:30 PM 0 5 1 5 1 0 0 0 0 0 0 1 8 0 0 0 0 11 5 1 36 6% 11:30 PM to 11:45 PM 0 2 1 3 1 0 0 0 0 0 0 6 7 0 1 0 0 24 5 0 48 4%11:45 PM to 12:00 AM 0 2 0 1 0 0 0 0 0 0 0 3 1 0 0 0 0 59 7 13 73 18% 0 516 25 1555 98 0 0 0 0 0 0 2103 4997 0 224 0 2 4097 2333 199 15628 3% 1483 1273
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 20 1 150 4 0 0 0 0 0 0 242 563 0 16 0 0 280 227 12 1483 2% 0.93 4:30 PM to 5:30 PM 0 39 3 86 0 0 0 0 0 0 0 124 349 0 14 0 0 336 186 3 1123 2% 0.94 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 144
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 1 3 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 212:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 212:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 14:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
SR 99 NB Ramps @ Merced St 36.6268988
Fresno -119.6839873
Tuesday, May 20, 2025 Clear
1 145
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 13:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 14:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 24:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 1 2 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 PM to 10:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 110:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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 3 0 0 5 0 33 9 0 0 8 42 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 5
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 146
Section 10, Item C
8 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 1 0 0 0 0 3 1 1 0 1 0 0 0 0 0 0 0 0 6 17% 32 12:15 AM to 12:30 AM 0 0 2 0 0 0 0 8 1 0 0 0 0 0 0 0 0 0 0 0 11 0% 3512:30 AM to 12:45 AM 0 0 2 0 0 0 0 7 1 0 0 1 0 0 0 0 0 0 0 0 11 0% 3212:45 AM to 1:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 29 1:00 AM to 1:15 AM 0 0 1 0 0 0 0 8 0 1 0 0 0 0 0 0 0 0 0 0 9 11% 321:15 AM to 1:30 AM 0 0 1 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 8 0% 291:30 AM to 1:45 AM 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 281:45 AM to 2:00 AM 0 0 1 0 0 0 0 4 1 0 0 1 0 0 0 0 0 0 0 0 7 0% 282:00 AM to 2:15 AM 0 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 6 0% 292:15 AM to 2:30 AM 0 0 3 0 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 7 14% 282:30 AM to 2:45 AM 0 0 1 0 1 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 8 25% 312:45 AM to 3:00 AM 0 0 3 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 8 25% 333:00 AM to 3:15 AM 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 413:15 AM to 3:30 AM 0 0 3 0 0 0 0 4 0 1 0 2 0 1 0 0 0 0 0 0 10 10% 463:30 AM to 3:45 AM 0 0 4 0 0 0 0 2 0 1 0 3 0 1 0 0 0 0 0 0 10 10% 463:45 AM to 4:00 AM 0 0 3 0 1 0 0 11 1 1 0 1 0 0 0 0 0 0 0 0 16 13% 624:00 AM to 4:15 AM 0 0 3 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 10 0% 834:15 AM to 4:30 AM 0 0 2 0 0 0 0 5 0 1 0 1 0 2 0 0 0 0 0 0 10 10% 1334:30 AM to 4:45 AM 0 0 8 0 0 0 0 15 1 1 0 1 0 1 0 0 0 0 0 0 26 4% 2274:45 AM to 5:00 AM 0 0 8 0 0 0 0 24 2 0 0 2 0 1 0 0 0 0 0 0 37 0% 2745:00 AM to 5:15 AM 0 0 13 0 0 0 0 37 2 1 0 6 0 2 0 0 0 0 0 0 60 2% 3085:15 AM to 5:30 AM 0 0 16 0 0 0 0 74 3 1 0 8 0 3 0 0 0 0 0 0 104 1% 3115:30 AM to 5:45 AM 0 0 24 0 1 0 0 43 1 0 0 4 0 1 0 0 0 0 0 0 73 1% 2925:45 AM to 6:00 AM 0 0 24 0 0 0 0 40 3 2 0 4 0 0 0 0 0 0 0 0 71 3% 3266:00 AM to 6:15 AM 0 0 24 0 0 0 0 30 1 1 0 7 0 1 0 0 0 0 0 0 63 2% 3586:15 AM to 6:30 AM 0 0 35 0 1 0 0 44 0 2 0 6 0 0 0 0 0 0 0 0 85 4% 3986:30 AM to 6:45 AM 0 0 34 0 0 0 0 61 4 2 0 7 0 1 0 0 0 0 0 0 107 2% 4736:45 AM to 7:00 AM 0 0 35 0 2 0 0 51 4 3 0 9 0 4 0 0 0 0 0 0 103 5% 5417:00 AM to 7:15 AM 0 0 33 0 0 0 0 59 4 2 0 6 0 1 0 0 0 0 0 0 103 2% 6287:15 AM to 7:30 AM 0 0 56 0 2 0 0 79 3 4 0 18 0 4 1 0 0 0 0 0 160 4% 7027:30 AM to 7:45 AM 0 0 69 0 1 0 0 77 6 6 0 20 0 3 0 0 0 0 0 0 175 4% 7137:45 AM to 8:00 AM 0 0 58 0 1 0 0 84 9 5 0 37 0 2 0 0 0 0 0 0 190 3% 6768:00 AM to 8:15 AM 0 0 67 0 0 0 0 70 11 3 0 27 0 2 0 0 0 0 0 0 177 2% 5818:15 AM to 8:30 AM 0 0 62 0 2 0 0 73 17 5 0 14 0 5 0 0 0 0 0 0 171 4% 4988:30 AM to 8:45 AM 0 1 38 0 2 0 0 79 6 6 0 12 0 2 0 0 0 0 0 0 138 6% 4298:45 AM to 9:00 AM 0 0 30 0 1 0 0 42 7 2 0 14 0 2 0 0 0 0 0 0 95 3% 4049:00 AM to 9:15 AM 0 0 32 0 0 0 0 54 3 3 0 5 0 0 0 0 0 0 0 0 94 3% 4089:15 AM to 9:30 AM 0 0 33 0 0 0 0 51 3 4 0 10 0 5 0 0 0 0 0 0 102 4% 4059:30 AM to 9:45 AM 0 0 32 0 1 0 0 65 8 4 0 5 0 3 1 0 0 0 0 0 113 5% 3899:45 AM to 10:00 AM 0 0 36 0 0 0 0 52 4 5 0 7 0 0 0 0 0 0 0 0 99 5% 370 10:00 AM to 10:15 AM 0 1 34 0 1 0 0 44 4 2 0 5 0 3 0 0 0 0 0 0 91 3% 37210:15 AM to 10:30 AM 0 0 29 0 0 0 0 42 3 2 0 8 0 4 0 0 0 0 0 0 86 2% 38110:30 AM to 10:45 AM 0 1 30 0 2 0 0 54 5 3 0 3 0 1 0 0 0 0 0 0 94 5% 38810:45 AM to 11:00 AM 0 1 38 0 0 0 0 51 5 1 0 6 0 0 0 0 0 0 0 0 101 1% 41011:00 AM to 11:15 AM 0 0 30 0 2 0 0 54 4 2 0 9 0 3 0 0 0 0 0 0 100 4% 403 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ Fresno St
Fresno
Tuesday, May 20, 2025

36.6242791
-119.6827588
1 147
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 31 0 0 0 0 49 7 1 0 4 0 2 0 0 0 0 0 0 93 1% 39811:30 AM to 11:45 AM 0 0 47 0 1 0 0 49 13 0 0 3 0 4 0 0 0 0 0 0 116 1% 42111:45 AM to 12:00 PM 0 1 21 0 1 0 0 56 5 1 0 11 0 0 0 0 0 0 0 0 94 2% 417 12:00 PM to 12:15 PM 0 1 17 0 0 0 0 54 12 2 0 11 0 0 0 0 0 0 0 0 95 2% 43412:15 PM to 12:30 PM 0 0 34 0 0 0 0 57 17 4 0 7 0 1 0 0 0 0 0 0 116 3% 44512:30 PM to 12:45 PM 1 0 35 0 2 0 0 58 6 2 0 11 0 1 0 0 0 0 0 0 112 4% 45312:45 PM to 1:00 PM 0 0 35 0 2 0 0 60 6 1 0 9 0 1 0 0 0 0 0 0 111 3% 449 1:00 PM to 1:15 PM 0 0 36 0 0 0 0 56 5 2 0 7 0 2 0 0 0 0 0 0 106 2% 4681:15 PM to 1:30 PM 0 0 39 0 1 0 0 69 7 5 0 6 0 3 1 0 0 0 0 0 124 6% 4841:30 PM to 1:45 PM 0 1 39 0 1 0 0 53 4 2 0 7 0 4 0 0 0 0 0 0 108 3% 4931:45 PM to 2:00 PM 0 0 38 0 0 0 0 62 10 3 0 19 0 1 0 0 0 0 0 0 130 2% 5152:00 PM to 2:15 PM 0 1 43 0 0 0 0 50 13 4 0 13 0 2 0 0 0 0 0 0 122 3% 5612:15 PM to 2:30 PM 0 0 39 0 1 0 0 81 7 4 0 5 0 1 1 0 0 0 0 0 133 5% 6172:30 PM to 2:45 PM 0 2 48 0 2 0 0 61 10 1 0 7 0 2 0 0 0 0 0 0 130 2% 6342:45 PM to 3:00 PM 0 0 81 0 4 0 0 73 9 2 0 9 0 4 1 0 0 0 0 0 176 4% 6863:00 PM to 3:15 PM 0 0 69 0 4 0 0 82 13 2 0 11 0 3 0 0 0 0 0 0 178 3% 6733:15 PM to 3:30 PM 0 2 54 0 1 0 0 74 9 1 0 9 0 2 0 0 0 0 0 0 150 1% 6533:30 PM to 3:45 PM 0 0 43 0 0 0 0 96 27 3 0 14 0 2 0 0 0 0 0 0 182 2% 6743:45 PM to 4:00 PM 0 0 40 0 3 0 0 78 20 2 0 12 0 13 0 0 0 0 0 0 163 3% 6404:00 PM to 4:15 PM 0 3 41 0 1 0 0 85 19 4 0 8 0 2 1 0 0 0 0 0 158 4% 6364:15 PM to 4:30 PM 0 0 46 0 2 0 0 92 14 3 0 17 0 2 0 0 0 0 0 0 171 3% 6574:30 PM to 4:45 PM 0 2 43 0 1 0 0 77 12 1 0 11 0 3 0 0 0 0 0 0 148 1% 6524:45 PM to 5:00 PM 0 1 54 0 1 0 0 83 11 2 0 8 0 2 0 0 0 0 0 0 159 2% 640 25855:00 PM to 5:15 PM 0 3 41 0 2 0 0 102 18 2 0 13 0 2 1 0 0 0 0 0 179 3% 616 25655:15 PM to 5:30 PM 0 2 46 0 1 0 0 80 17 0 0 14 0 7 0 0 0 0 0 0 166 1% 563 24715:30 PM to 5:45 PM 0 0 38 0 1 0 0 67 11 1 0 16 0 4 0 0 0 0 0 0 136 1% 537 23565:45 PM to 6:00 PM 1 0 35 0 0 0 0 72 13 1 0 12 0 2 0 0 0 0 0 0 135 1% 507 22236:00 PM to 6:15 PM 0 1 31 0 1 0 0 72 16 2 0 3 0 3 0 0 0 0 0 0 126 2% 4636:15 PM to 6:30 PM 0 2 36 0 0 0 0 76 15 1 0 5 0 6 0 0 0 0 0 0 140 1% 4426:30 PM to 6:45 PM 0 1 24 0 1 0 0 56 16 1 0 6 0 3 0 0 0 0 0 0 106 2% 3826:45 PM to 7:00 PM 0 0 23 0 0 0 0 40 16 1 0 10 0 2 0 0 0 0 0 0 91 1% 3647:00 PM to 7:15 PM 0 1 32 0 0 0 0 43 18 0 0 10 0 1 0 0 0 0 0 0 105 0% 3707:15 PM to 7:30 PM 0 0 24 0 0 0 0 41 7 1 0 6 0 2 0 0 0 0 0 0 80 1% 3487:30 PM to 7:45 PM 0 0 26 0 0 0 0 38 17 0 1 4 0 2 0 0 0 0 0 0 88 0% 3457:45 PM to 8:00 PM 0 1 22 0 0 0 0 47 14 1 0 11 0 2 0 0 0 0 0 0 97 1% 3278:00 PM to 8:15 PM 0 0 20 0 0 0 0 36 16 1 0 9 0 2 0 0 0 0 0 0 83 1% 2908:15 PM to 8:30 PM 0 0 21 0 0 0 0 40 9 1 0 7 0 0 0 0 0 0 0 0 77 1% 2568:30 PM to 8:45 PM 0 1 21 0 0 1 0 27 12 0 0 5 0 3 0 0 0 0 0 0 70 0% 2328:45 PM to 9:00 PM 0 0 18 0 0 0 0 23 10 0 0 6 0 3 0 0 0 0 0 0 60 0% 2109:00 PM to 9:15 PM 0 2 10 0 0 0 0 23 10 0 0 3 0 1 0 0 0 0 0 0 49 0% 1959:15 PM to 9:30 PM 0 1 10 0 0 0 0 30 3 1 0 7 0 2 0 0 0 0 0 0 53 2% 2049:30 PM to 9:45 PM 0 1 12 0 0 0 0 25 5 0 0 4 0 1 0 0 0 0 0 0 48 0% 1939:45 PM to 10:00 PM 0 1 11 0 0 0 0 25 5 1 0 3 0 0 0 0 0 0 0 0 45 2% 179 10:00 PM to 10:15 PM 0 0 2 0 0 0 0 45 6 5 0 5 0 0 0 0 0 0 0 0 58 9% 16410:15 PM to 10:30 PM 0 0 7 0 0 1 0 31 1 1 0 2 0 0 0 0 0 0 0 0 42 2% 12910:30 PM to 10:45 PM 0 0 5 0 0 0 0 24 3 1 0 1 0 1 0 0 0 0 0 0 34 3% 10910:45 PM to 11:00 PM 0 0 2 0 0 0 0 23 3 0 0 2 0 0 0 0 0 0 0 0 30 0% 11311:00 PM to 11:15 PM 0 1 2 0 0 0 0 15 2 2 0 2 0 1 0 0 0 0 0 0 23 9% 14311:15 PM to 11:30 PM 0 0 4 0 0 0 0 15 2 1 0 1 0 0 0 0 0 0 0 0 22 5% 11:30 PM to 11:45 PM 0 0 8 0 0 0 0 25 3 1 0 2 0 0 0 0 0 0 0 0 38 3%11:45 PM to 12:00 AM 0 0 2 0 0 0 0 57 1 11 0 0 0 0 0 0 0 0 0 0 60 18% 2 36 2469 0 56 2 0 4298 654 170 1 661 0 165 7 0 0 0 0 0 8288 3% 713 686
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 0 256 0 4 0 0 304 43 19 0 98 0 12 0 0 0 0 0 0 713 3% 0.94 4:15 PM to 5:15 PM 0 6 184 0 6 0 0 354 55 8 0 49 0 9 1 0 0 0 0 0 657 2% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 148
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 210:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 210:45 AM to 11:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 211:00 AM to 11:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ Fresno St 36.6242791
Fresno -119.6827588
Tuesday, May 20, 2025 Clear
1 149
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:30 PM to 4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 24:45 PM to 5:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:00 PM to 7:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 37:15 PM to 7:30 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 57:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38:00 PM to 8:15 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 38:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 4 3 2 0 0 0 0 0 0 0 9 0 10 9 5
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
4:15 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 150
Section 10, Item C
9 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 4 0% 19 12:15 AM to 12:30 AM 0 1 1 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 5 0% 2312:30 AM to 12:45 AM 0 1 1 0 0 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 7 0% 2412:45 AM to 1:00 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 25 1:00 AM to 1:15 AM 0 1 2 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 8 0% 271:15 AM to 1:30 AM 0 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 6 0% 221:30 AM to 1:45 AM 0 0 1 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 8 0% 221:45 AM to 2:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 5 0% 172:00 AM to 2:15 AM 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 3 33% 152:15 AM to 2:30 AM 0 1 1 0 0 0 0 1 2 0 0 1 0 0 0 0 0 0 0 0 6 0% 172:30 AM to 2:45 AM 0 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 33% 172:45 AM to 3:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 183:00 AM to 3:15 AM 0 0 1 0 0 0 0 2 1 0 0 1 0 0 1 0 0 0 0 0 5 20% 253:15 AM to 3:30 AM 0 0 1 0 0 0 0 1 0 0 0 3 0 1 1 0 0 0 0 0 6 17% 233:30 AM to 3:45 AM 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 203:45 AM to 4:00 AM 0 1 1 0 1 0 0 3 0 0 0 5 0 0 0 0 0 0 0 0 10 10% 354:00 AM to 4:15 AM 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0% 514:15 AM to 4:30 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 904:30 AM to 4:45 AM 0 0 7 0 0 0 0 6 0 0 0 5 0 1 0 0 0 0 0 0 19 0% 1634:45 AM to 5:00 AM 0 1 6 0 0 0 0 11 0 0 0 7 0 1 0 0 0 0 0 0 26 0% 2055:00 AM to 5:15 AM 0 1 7 0 0 0 0 22 4 0 0 6 0 2 0 0 0 0 0 0 42 0% 2365:15 AM to 5:30 AM 0 1 12 0 0 0 0 46 4 1 0 11 0 2 0 0 0 0 0 0 76 1% 2385:30 AM to 5:45 AM 0 0 17 0 1 0 0 29 1 0 0 10 0 4 0 0 0 0 0 0 61 2% 2335:45 AM to 6:00 AM 0 2 20 0 0 0 0 22 3 2 0 7 0 3 0 0 0 0 0 0 57 4% 2526:00 AM to 6:15 AM 0 0 23 0 0 0 0 9 4 1 0 4 0 4 0 0 0 0 0 0 44 2% 2746:15 AM to 6:30 AM 0 1 29 0 1 0 0 26 2 1 0 10 0 3 0 0 0 0 0 0 71 3% 3136:30 AM to 6:45 AM 0 3 28 0 0 0 0 27 6 1 0 11 0 5 0 0 0 0 0 0 80 1% 3676:45 AM to 7:00 AM 0 2 30 0 2 0 0 29 5 2 0 7 0 6 0 0 0 0 0 0 79 5% 4327:00 AM to 7:15 AM 0 2 28 0 0 0 0 34 5 1 1 8 0 5 0 0 0 0 0 0 83 1% 4857:15 AM to 7:30 AM 0 2 55 0 4 0 1 41 5 3 0 12 0 9 0 0 0 0 0 0 125 6% 5207:30 AM to 7:45 AM 0 6 59 0 1 0 0 46 5 4 0 21 0 8 3 0 0 0 0 0 145 6% 5157:45 AM to 8:00 AM 0 5 34 0 5 0 0 46 11 4 0 28 0 7 2 0 0 0 1 0 132 8% 4608:00 AM to 8:15 AM 0 7 44 0 0 0 0 26 13 2 0 22 0 5 0 0 0 0 1 0 118 2% 3968:15 AM to 8:30 AM 0 4 38 0 2 0 0 31 17 4 0 27 0 3 1 0 0 0 0 0 120 6% 3488:30 AM to 8:45 AM 0 4 27 0 0 0 0 33 11 4 0 11 0 4 1 0 0 0 0 0 90 6% 2998:45 AM to 9:00 AM 0 0 22 0 0 0 0 19 11 3 0 11 0 5 0 0 0 0 0 0 68 4% 2859:00 AM to 9:15 AM 0 3 26 0 0 0 0 25 5 0 0 8 0 3 0 0 0 0 0 0 70 0% 2809:15 AM to 9:30 AM 0 5 27 0 1 0 0 21 5 2 0 7 0 6 0 0 0 0 0 0 71 4% 2759:30 AM to 9:45 AM 0 0 21 0 2 0 0 30 9 3 0 13 0 3 0 0 0 0 0 0 76 7% 2709:45 AM to 10:00 AM 0 2 25 0 1 0 0 18 3 3 0 13 0 2 0 0 0 0 0 0 63 6% 265 10:00 AM to 10:15 AM 0 4 23 0 1 0 0 23 4 2 0 9 0 1 0 0 0 0 1 0 65 5% 28210:15 AM to 10:30 AM 0 6 23 0 0 0 0 14 10 0 0 9 0 4 0 0 0 0 0 0 66 0% 29010:30 AM to 10:45 AM 0 7 24 0 2 0 0 18 7 3 0 11 0 3 1 0 1 0 0 0 71 8% 29310:45 AM to 11:00 AM 0 5 28 0 0 0 0 23 7 0 0 13 0 4 0 0 0 0 0 0 80 0% 31011:00 AM to 11:15 AM 0 3 26 0 2 0 0 23 8 2 0 6 0 7 0 0 0 0 0 0 73 5% 291 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ South Ave
Fresno
Tuesday, May 20, 2025

36.6200056
-119.6823159
1 151
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 8 26 0 0 0 0 12 7 0 0 14 0 2 1 0 0 0 0 0 69 1% 28511:30 AM to 11:45 AM 0 4 36 0 0 0 0 28 7 0 0 11 0 2 1 0 0 0 0 0 88 1% 28811:45 AM to 12:00 PM 0 2 12 0 1 0 1 27 6 1 0 12 0 1 1 0 0 0 0 0 61 5% 289 12:00 PM to 12:15 PM 0 4 17 0 1 0 0 32 6 1 0 3 0 5 1 0 0 0 0 0 67 4% 30112:15 PM to 12:30 PM 0 2 28 0 1 0 0 23 6 1 0 7 1 5 1 0 0 0 0 0 72 4% 31112:30 PM to 12:45 PM 0 5 28 0 1 0 0 31 8 2 0 13 0 4 0 0 0 0 0 0 89 3% 31312:45 PM to 1:00 PM 0 5 27 0 1 0 0 19 6 1 0 14 0 2 0 0 0 0 0 0 73 3% 300 1:00 PM to 1:15 PM 0 3 30 0 0 0 0 32 2 1 0 7 0 3 0 0 0 0 0 0 77 1% 3061:15 PM to 1:30 PM 0 6 31 0 1 0 0 26 1 3 0 10 0 0 0 0 0 0 0 0 74 5% 3161:30 PM to 1:45 PM 0 3 35 0 1 0 1 22 8 1 0 5 0 2 0 0 0 0 0 0 76 3% 3391:45 PM to 2:00 PM 0 5 25 0 0 0 0 28 4 3 0 14 0 3 1 0 0 0 0 0 79 5% 3702:00 PM to 2:15 PM 0 7 30 0 0 0 0 21 8 1 0 16 0 4 1 0 0 0 1 0 87 2% 4412:15 PM to 2:30 PM 0 3 32 0 0 0 0 35 14 4 0 10 0 3 0 0 0 0 0 0 97 4% 4722:30 PM to 2:45 PM 0 5 46 0 0 0 2 31 4 0 0 11 0 8 3 0 0 0 0 0 107 3% 4972:45 PM to 3:00 PM 0 13 74 0 3 0 0 34 7 1 0 16 0 6 0 0 0 0 0 0 150 3% 5273:00 PM to 3:15 PM 0 6 54 0 3 0 0 31 9 2 0 11 0 7 1 0 0 0 0 0 118 5% 4913:15 PM to 3:30 PM 0 10 43 0 2 0 0 39 11 1 0 14 0 3 1 0 1 1 0 0 122 3% 4763:30 PM to 3:45 PM 0 13 32 0 0 0 1 40 20 1 0 23 0 8 1 0 0 0 0 0 137 1% 4623:45 PM to 4:00 PM 0 16 25 0 4 0 0 35 14 1 0 15 0 9 1 0 0 0 0 0 114 5% 4344:00 PM to 4:15 PM 0 7 32 0 1 0 0 32 9 3 0 13 0 10 0 0 0 0 0 0 103 4% 4454:15 PM to 4:30 PM 0 14 41 0 1 0 0 29 9 2 0 11 0 4 1 0 0 0 0 0 108 4% 4774:30 PM to 4:45 PM 0 9 37 0 1 0 0 33 7 0 0 18 0 5 1 0 0 0 0 0 109 2% 4774:45 PM to 5:00 PM 0 9 42 0 0 0 0 43 9 3 0 14 0 8 1 0 0 0 0 0 125 3% 484 18835:00 PM to 5:15 PM 0 18 41 0 2 0 1 44 20 2 0 7 0 4 1 0 0 0 0 0 135 4% 446 18845:15 PM to 5:30 PM 0 9 33 0 1 0 0 39 5 0 0 17 0 5 1 0 0 0 0 0 108 2% 400 18075:30 PM to 5:45 PM 0 11 32 0 2 0 0 35 15 1 0 11 0 12 0 0 0 0 0 0 116 3% 395 17255:45 PM to 6:00 PM 0 6 23 0 0 0 0 31 14 1 0 12 0 1 0 0 0 0 0 0 87 1% 351 15926:00 PM to 6:15 PM 0 10 24 0 0 0 0 32 6 1 0 9 0 8 1 0 0 0 0 0 89 2% 3246:15 PM to 6:30 PM 0 8 31 0 0 0 0 35 13 0 0 12 0 4 1 0 0 0 0 0 103 1% 3066:30 PM to 6:45 PM 0 3 21 0 2 0 0 27 6 0 0 7 0 8 0 0 0 0 0 0 72 3% 2646:45 PM to 7:00 PM 0 6 20 0 0 0 0 18 4 2 0 8 0 4 0 0 0 0 0 0 60 3% 2507:00 PM to 7:15 PM 0 5 25 0 0 0 0 18 9 0 0 10 0 4 0 0 0 0 0 0 71 0% 2537:15 PM to 7:30 PM 0 7 17 0 0 0 0 14 9 0 0 11 0 3 0 0 0 0 0 0 61 0% 2307:30 PM to 7:45 PM 0 6 19 0 0 0 0 13 10 0 0 6 0 4 0 0 0 0 0 0 58 0% 2307:45 PM to 8:00 PM 0 6 21 0 0 0 0 19 8 0 0 6 0 3 0 0 0 0 0 0 63 0% 2198:00 PM to 8:15 PM 0 7 16 0 0 0 0 12 8 0 0 3 0 2 0 0 0 0 0 0 48 0% 2088:15 PM to 8:30 PM 0 8 17 0 0 0 1 14 8 0 0 10 0 3 0 0 0 0 0 0 61 0% 1898:30 PM to 8:45 PM 0 7 14 0 0 0 0 16 3 0 0 7 0 0 0 0 0 0 0 0 47 0% 1578:45 PM to 9:00 PM 0 10 17 0 0 0 1 6 6 0 0 7 0 5 0 0 0 0 0 0 52 0% 1379:00 PM to 9:15 PM 0 2 8 0 0 0 0 4 5 0 0 6 0 4 0 0 0 0 0 0 29 0% 1059:15 PM to 9:30 PM 0 2 11 0 0 0 0 6 4 0 0 5 0 1 0 0 0 0 0 0 29 0% 939:30 PM to 9:45 PM 0 2 10 0 0 0 0 10 3 0 0 1 0 1 0 0 0 0 0 0 27 0% 849:45 PM to 10:00 PM 0 3 10 0 0 0 0 1 3 0 0 3 0 0 0 0 0 0 0 0 20 0% 76 10:00 PM to 10:15 PM 0 2 2 0 0 0 0 4 3 0 0 2 0 4 0 0 0 0 0 0 17 0% 7610:15 PM to 10:30 PM 0 1 6 0 0 0 0 3 4 0 0 3 0 3 0 0 0 0 0 0 20 0% 7210:30 PM to 10:45 PM 0 2 5 0 0 0 0 4 5 0 0 2 0 1 0 0 0 0 0 0 19 0% 6410:45 PM to 11:00 PM 0 2 1 0 0 0 0 8 1 0 0 5 0 3 0 0 0 0 0 0 20 0% 5611:00 PM to 11:15 PM 0 1 1 0 0 0 0 5 2 0 0 4 0 0 0 0 0 0 0 0 13 0% 4511:15 PM to 11:30 PM 0 2 3 0 0 0 0 2 3 0 0 2 0 0 1 0 0 0 0 0 12 8% 11:30 PM to 11:45 PM 0 0 5 0 0 0 0 2 2 0 0 2 0 0 1 0 0 0 0 0 11 9%11:45 PM to 12:00 AM 0 0 2 0 1 0 0 2 2 0 0 2 0 1 0 0 0 0 0 0 9 11% 0 387 1955 0 58 0 9 1834 538 88 1 783 1 307 33 0 2 1 4 0 5822 3% 520 527
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 20 192 0 10 0 1 159 34 13 0 83 0 29 5 0 0 0 2 0 520 5% 0.90 4:45 PM to 5:45 PM 0 47 148 0 5 0 1 161 49 6 0 49 0 29 3 0 0 0 0 0 484 3% 0.90 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 152
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ South Ave 36.6200056
Fresno -119.6823159
Tuesday, May 20, 2025 Clear
1 153
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 2 2 38:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 18:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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 2 1 0 8 1 0 4 9 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
4:45 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 154
Section 10, Item C
10 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 2 0 0 0 0 1 2 0 0 0 0 0 0 5 0% 27 12:15 AM to 12:30 AM 0 2 0 0 0 0 6 2 0 0 0 0 0 0 10 0% 3112:30 AM to 12:45 AM 0 2 0 0 0 0 3 3 0 0 0 0 0 0 8 0% 3012:45 AM to 1:00 AM 0 2 0 0 0 0 1 1 0 0 0 0 0 0 4 0% 31 1:00 AM to 1:15 AM 0 1 0 0 0 0 2 6 0 0 0 0 0 0 9 0% 321:15 AM to 1:30 AM 0 1 0 2 0 0 3 3 0 0 0 0 0 0 9 0% 271:30 AM to 1:45 AM 0 0 0 1 0 0 2 6 0 0 0 0 0 0 9 0% 251:45 AM to 2:00 AM 0 1 0 0 0 0 2 2 0 0 0 0 0 0 5 0% 232:00 AM to 2:15 AM 0 2 0 0 0 0 1 1 0 0 0 0 0 0 4 0% 262:15 AM to 2:30 AM 0 3 0 0 1 0 1 3 0 0 0 0 0 0 7 14% 292:30 AM to 2:45 AM 0 1 0 0 1 0 4 2 0 0 0 0 0 0 7 14% 302:45 AM to 3:00 AM 0 3 0 0 0 0 5 0 0 0 0 0 0 0 8 0% 293:00 AM to 3:15 AM 0 2 0 1 1 0 1 3 0 0 0 0 0 0 7 14% 383:15 AM to 3:30 AM 0 4 0 1 0 0 2 1 0 0 0 0 0 0 8 0% 413:30 AM to 3:45 AM 0 4 0 0 0 0 1 1 0 0 0 0 0 0 6 0% 423:45 AM to 4:00 AM 0 3 0 1 1 0 8 5 0 0 0 0 0 0 17 6% 634:00 AM to 4:15 AM 0 3 0 1 0 0 4 2 0 0 0 0 0 0 10 0% 804:15 AM to 4:30 AM 0 2 0 0 0 0 6 1 0 0 0 0 0 0 9 0% 1224:30 AM to 4:45 AM 0 7 0 5 0 0 8 7 0 0 0 0 0 0 27 0% 2084:45 AM to 5:00 AM 0 8 0 4 0 0 10 12 0 0 0 0 0 0 34 0% 2555:00 AM to 5:15 AM 0 13 0 3 0 0 10 26 0 0 0 0 0 0 52 0% 2895:15 AM to 5:30 AM 0 16 0 4 0 0 24 51 2 0 0 0 0 0 95 2% 2955:30 AM to 5:45 AM 0 24 0 6 1 0 14 30 0 0 0 0 0 0 74 1% 2815:45 AM to 6:00 AM 0 24 0 4 0 0 14 26 3 0 0 0 0 0 68 4% 3116:00 AM to 6:15 AM 0 26 0 2 0 0 18 12 1 0 0 0 0 0 58 2% 3356:15 AM to 6:30 AM 0 33 0 5 1 0 14 29 3 0 0 0 0 0 81 5% 3746:30 AM to 6:45 AM 0 34 0 7 0 0 31 32 4 0 0 0 0 0 104 4% 4406:45 AM to 7:00 AM 0 35 0 4 2 0 20 33 2 0 0 0 0 0 92 4% 4977:00 AM to 7:15 AM 0 33 0 4 0 0 21 39 2 0 0 0 0 0 97 2% 5577:15 AM to 7:30 AM 0 57 0 9 3 0 34 47 4 0 0 0 0 0 147 5% 6037:30 AM to 7:45 AM 0 72 0 8 2 0 27 54 5 0 0 0 0 0 161 4% 6007:45 AM to 8:00 AM 0 55 0 11 3 0 35 51 5 0 0 0 0 0 152 5% 5618:00 AM to 8:15 AM 0 67 0 5 0 0 29 42 4 0 0 0 0 0 143 3% 4858:15 AM to 8:30 AM 0 63 0 3 3 0 27 51 5 0 0 0 0 0 144 6% 4318:30 AM to 8:45 AM 0 38 0 2 1 0 34 48 7 0 0 0 0 0 122 7% 3768:45 AM to 9:00 AM 0 29 0 3 1 0 17 27 3 0 0 0 0 0 76 5% 3569:00 AM to 9:15 AM 0 32 0 3 0 0 23 31 4 0 0 0 0 0 89 4% 3739:15 AM to 9:30 AM 0 33 0 1 1 0 29 26 4 0 0 0 0 0 89 6% 3659:30 AM to 9:45 AM 0 32 0 4 2 0 27 39 4 0 0 0 0 0 102 6% 3559:45 AM to 10:00 AM 0 37 0 4 1 0 28 24 5 0 0 0 0 0 93 6% 342 10:00 AM to 10:15 AM 0 33 0 1 1 0 22 25 4 0 0 0 0 0 81 6% 34410:15 AM to 10:30 AM 0 29 0 4 0 0 23 23 2 0 0 0 0 0 79 3% 35210:30 AM to 10:45 AM 0 33 0 1 2 0 28 27 4 0 0 0 0 0 89 7% 35610:45 AM to 11:00 AM 0 38 0 6 0 0 22 29 1 0 0 0 0 0 95 1% 37511:00 AM to 11:15 AM 0 29 0 3 2 0 24 33 3 0 0 0 0 0 89 6% 359 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ SR 99 SB On ramp
Fresno
Tuesday, May 20, 2025

36.6237646
-119.6822572
1 155
Section 10, Item C
TOTALS Truck
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 31 0 3 0 0 29 20 1 0 0 0 0 0 83 1% 34511:30 AM to 11:45 AM 0 49 0 5 2 0 17 37 0 0 0 0 0 0 108 2% 35411:45 AM to 12:00 PM 0 20 0 4 2 0 20 35 1 0 0 0 0 0 79 4% 345 12:00 PM to 12:15 PM 0 19 0 1 1 0 19 36 2 0 0 0 0 0 75 4% 36812:15 PM to 12:30 PM 0 33 0 3 0 0 27 29 4 0 0 0 0 0 92 4% 38812:30 PM to 12:45 PM 0 35 0 4 2 0 22 38 3 0 0 0 0 0 99 5% 41112:45 PM to 1:00 PM 0 35 0 6 2 0 36 25 2 0 0 0 0 0 102 4% 410 1:00 PM to 1:15 PM 0 37 0 1 0 0 24 33 2 0 0 0 0 0 95 2% 4111:15 PM to 1:30 PM 0 39 0 4 1 0 30 42 5 0 0 0 0 0 115 5% 4121:30 PM to 1:45 PM 0 39 0 2 1 0 29 28 3 0 0 0 0 0 98 4% 4251:45 PM to 2:00 PM 0 38 0 3 1 0 30 32 3 0 0 0 0 0 103 4% 4482:00 PM to 2:15 PM 0 44 0 2 0 0 17 33 4 0 0 0 0 0 96 4% 5122:15 PM to 2:30 PM 0 39 0 6 1 0 32 51 4 0 0 0 0 0 128 4% 5722:30 PM to 2:45 PM 0 51 0 7 3 0 27 36 1 0 0 0 0 0 121 3% 5762:45 PM to 3:00 PM 0 85 0 6 4 0 36 40 2 0 0 0 0 0 167 4% 6063:00 PM to 3:15 PM 0 66 0 5 4 0 42 43 2 0 0 0 0 0 156 4% 5733:15 PM to 3:30 PM 0 54 0 2 2 1 21 54 1 0 0 0 0 0 132 2% 5553:30 PM to 3:45 PM 0 44 0 10 1 0 35 62 2 0 0 0 0 0 151 2% 5723:45 PM to 4:00 PM 0 39 0 4 5 0 41 50 2 0 0 0 0 0 134 5% 5554:00 PM to 4:15 PM 0 44 0 2 1 0 46 46 5 0 0 0 0 0 138 4% 5644:15 PM to 4:30 PM 0 48 0 7 3 0 53 41 3 0 0 0 0 0 149 4% 5794:30 PM to 4:45 PM 0 45 0 9 2 0 40 40 1 0 0 0 0 0 134 2% 5674:45 PM to 5:00 PM 0 53 0 4 1 0 35 51 3 0 0 0 0 0 143 3% 544 22545:00 PM to 5:15 PM 0 48 0 1 2 0 37 67 3 0 0 0 0 0 153 3% 517 22075:15 PM to 5:30 PM 0 45 0 6 2 0 38 48 0 0 0 0 0 0 137 1% 472 21005:30 PM to 5:45 PM 0 37 0 3 2 0 22 49 2 0 0 0 0 0 111 4% 460 19935:45 PM to 6:00 PM 0 37 0 4 0 0 29 46 1 0 0 0 0 0 116 1% 436 18856:00 PM to 6:15 PM 0 31 0 2 1 0 33 42 2 0 0 0 0 0 108 3% 3916:15 PM to 6:30 PM 0 38 0 5 1 0 31 51 1 0 0 0 0 0 125 2% 3646:30 PM to 6:45 PM 0 25 0 4 2 0 26 32 1 0 0 0 0 0 87 3% 3066:45 PM to 7:00 PM 0 23 0 6 0 0 18 24 3 0 0 0 0 0 71 4% 2887:00 PM to 7:15 PM 0 32 0 5 0 0 18 26 0 0 0 0 0 0 81 0% 2917:15 PM to 7:30 PM 0 24 0 2 0 0 17 24 1 0 0 0 0 0 67 1% 2707:30 PM to 7:45 PM 0 26 0 1 0 0 18 24 0 0 0 0 0 0 69 0% 2677:45 PM to 8:00 PM 0 23 0 2 0 0 23 26 2 0 0 0 0 0 74 3% 2478:00 PM to 8:15 PM 0 21 0 1 0 0 15 23 1 0 0 0 0 0 60 2% 2228:15 PM to 8:30 PM 0 21 0 3 0 0 17 23 1 0 0 0 0 0 64 2% 2018:30 PM to 8:45 PM 0 21 0 0 0 0 11 17 0 0 0 0 0 0 49 0% 1808:45 PM to 9:00 PM 0 18 0 5 0 0 13 13 0 0 0 0 0 0 49 0% 1719:00 PM to 9:15 PM 0 12 0 4 0 0 12 11 1 0 0 0 0 0 39 3% 1589:15 PM to 9:30 PM 0 13 0 2 0 0 19 9 1 0 0 0 0 0 43 2% 1669:30 PM to 9:45 PM 0 11 0 1 0 0 16 12 0 0 0 0 0 0 40 0% 1639:45 PM to 10:00 PM 0 12 0 0 0 0 19 5 1 0 0 0 0 0 36 3% 153 10:00 PM to 10:15 PM 0 2 0 2 0 0 35 8 3 0 0 0 0 0 47 6% 14510:15 PM to 10:30 PM 0 7 0 3 0 0 23 7 1 0 0 0 0 0 40 3% 11910:30 PM to 10:45 PM 0 5 0 1 0 0 15 9 1 0 0 0 0 0 30 3% 10010:45 PM to 11:00 PM 0 3 0 3 1 0 12 10 0 0 0 0 0 0 28 4% 10211:00 PM to 11:15 PM 0 2 0 3 0 0 10 6 3 0 0 0 0 0 21 14% 13511:15 PM to 11:30 PM 0 5 0 1 0 0 3 12 1 0 0 0 0 0 21 5% 11:30 PM to 11:45 PM 0 7 0 0 0 0 23 2 2 0 0 0 0 0 32 6% 11:45 PM to 12:00 AM 0 2 0 2 0 0 53 4 11 0 0 0 0 0 61 18% 0 2506 0 295 80 0 0 0 0 0 1 0 1980 2450 180 0 0 0 0 0 7232 4% 603 606
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 251 0 33 8 0 0 0 0 0 0 0 125 194 18 0 0 0 0 0 603 4% 0.94 4:00 PM to 5:00 PM 0 194 0 21 8 0 0 0 0 0 0 0 165 199 10 0 0 0 0 0 579 3% 0.95 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 156
Section 10, Item C
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ SR 99 SB On ramp 36.6237646
Fresno -119.6822572
Tuesday, May 20, 2025 Clear
1 157
Section 10, Item C
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 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
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 158
Section 10, Item C
Counted by: AM
Date: 7/4/2025
From To Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00:00 AM 7:15:00 AM 0 0 13 0 0 0 0 10 0 0 6 0 297:15:00 AM 7:30:00 AM 0 0 19 0 0 0 0 17 0 0 17 0 537:30:00 AM 7:45:00 AM 1 0 30 0 0 0 0 19 0 0 12 0 627:45:00 AM 8:00:00 AM 1 0 36 0 0 0 0 29 0 0 21 0 878:00:00 AM 8:15:00 AM 0 0 27 0 0 0 0 36 0 0 14 0 778:15:00 AM 8:30:00 AM 0 0 31 0 0 0 0 26 0 0 20 0 778:30:00 AM 8:45:00 AM 0 0 22 0 0 0 0 14 0 0 17 0 538:45:00 AM 9:00:00 AM 0 0 14 0 0 0 0 12 0 0 11 0 37 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30:00 AM 8:30:00 AM 2 0 124 0 0 0 0 110 0 0 67 0
PHF 0.871
Peak Hour
Eastbound Westbound
Adams Avenue
Northbound Southbound
CA-99 SB Off-Ramp
Time
Northbound Southbound Eastbound Westbound
159
Section 10, Item C
From To Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Total 4:00:00 PM 4:15:00 PM 0 0 32 9 0 0 0 0 0 21 0 0 0 22 0 0 754:15:00 PM 4:30:00 PM 0 0 46 6 0 0 0 0 0 17 0 1 0 10 0 2 734:30:00 PM 4:45:00 PM 1 0 45 5 0 0 0 0 0 22 0 1 0 14 0 1 824:45:00 PM 5:00:00 PM 0 0 42 2 0 0 0 0 0 23 0 1 0 18 0 0 835:00:00 PM 5:15:00 PM 0 0 43 1 0 0 0 0 0 18 0 0 0 17 0 0 785:15:00 PM 5:30:00 PM 0 0 34 1 0 0 0 0 0 32 0 2 0 13 0 2 795:30:00 PM 5:45:00 PM 0 0 40 0 0 0 0 0 0 20 0 1 0 13 0 0 73 5:45:00 PM 6:00:00 PM 0 0 29 2 0 0 0 0 0 16 0 2 0 12 0 2 57 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:30:00 PM 5:30:00 PM 1 0 164 0 0 0 0 95 0 0 62 0
PHF 0.970
CA-99 SB Off-Ramp Adams Avenue
Westbound
Northbound Southbound Eastbound Westbound
Peak Hour
Time Northbound Southbound Eastbound
160
Section 10, Item C
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix D

APPENDIX D
Synchro Reports
161
Section 10, Item C

EXISTING SYNCRO REPORTS
162
Section 10, Item C
Existing AM
1: Clovis Avenue & Adams Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 56 15 12 39 11 13 147 38 13 103 68 Future Vol, veh/h 70 56 15 12 39 11 13 147 38 13 103 68 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 78 62 17 13 43 12 14 163 42 14 114 76
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 9.6 8.8 9.7 9.3

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 7% 50% 19% 7%
Vol Thru, % 74% 40% 63% 56%
Vol Right, % 19% 11% 18% 37%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 198 141 62 184
LT Vol 13 70 12 13
Through Vol 147 56 39 103
RT Vol 38 15 11 68
Lane Flow Rate 220 157 69 204
Geometry Grp 1 1 1 1
Degree of Util (X) 0.287 0.222 0.098 0.262
Departure Headway (Hd) 4.7 5.093 5.121 4.617
Convergence, Y/N Yes Yes Yes Yes
Cap 761 700 694 773
Service Time 2.755 3.158 3.196 2.674
HCM Lane V/C Ratio 0.289 0.224 0.099 0.264
HCM Control Delay, s/veh 9.7 9.6 8.8 9.3
HCM Lane LOS A A A A
HCM 95th-tile Q 1.2 0.8 0.3 1
163
Section 10, Item C
Existing AM
2: Clovis Avenue & Sumner Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 0 0 0 0 0 3 184 0 5 133 4
Future Vol, veh/h 2 0 0 0 0 0 3 184 0 5 133 4
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 0 0 0 0 0 4 216 0 6 156 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 394 394 159 392 396 216 161 0 0 216 0 0 Stage 1 171 171 - 224 224 - - - - - - -
Stage 2 224 224 - 168 173 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 564 541 884 566 539 821 1412 - - 1347 - - Stage 1 829 756 - 777 717 - - - - - - -
Stage 2 777 717 - 831 754 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 559 537 884 561 535 821 1412 - - 1347 - - Mov Cap-2 Maneuver 559 537 - 561 535 - - - - - - -
Stage 1 825 752 - 775 715 - - - - - - -
Stage 2 775 715 - 827 750 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.46 0 0.12 0.27

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 29 - - 559 - 63 - -
HCM Lane V/C Ratio 0.003 - - 0.004 - 0.004 - -
HCM Ctrl Dly (s/v) 7.6 0 - 11.5 0 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
164
Section 10, Item C
Existing AM
3: Sunnyside Avenue & Sumner Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 7.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 22 3 42 10 33 8 17 93 104 11 15
Future Vol, veh/h 0 22 3 42 10 33 8 17 93 104 11 15
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 23 3 43 10 34 8 18 96 107 11 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 49 0 0 31 0 0 130 164 33 138 133 15 Stage 1 - - - - - - 28 28 - 102 102 -
Stage 2 - - - - - - 103 136 - 36 31 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1582 - - 842 729 1041 832 758 1064 Stage 1 - - - - - - 990 872 - 904 811 -
Stage 2 - - - - - - 903 784 - 979 869 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1550 - - 1574 - - 791 702 1031 709 730 1059 Mov Cap-2 Maneuver - - - - - - 791 702 - 709 730 -
Stage 1 - - - - - - 985 868 - 874 784 -
Stage 2 - - - - - - 852 758 - 866 865 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 3.63 9.36 10.77

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 947 1550 - - 1454 - - 711 1059
HCM Lane V/C Ratio 0.128 - - - 0.028 - - 0.167 0.015
HCM Ctrl Dly (s/v) 9.4 0 - - 7.4 0 - 11.1 8.4
HCM Lane LOS A A - - A A - B A
HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.6 0
165
Section 10, Item C
Existing AM
4: Clovis Avenue & South Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report