Fowler City Council
August 18, 2026

CITY COUNCIL MEETING
TUESDAY, AUGUST 18, 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.
https://us06web.zoom.us/j/84761439047?pwd=f904u2mFtAN7- rFY7qb4GdwY5IjxNw.YGc31juMj_F8ngs9
Telephone Number: (253) 215-8782
Meeting ID: 847 6143 9047
Passcode: 859447
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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.

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
1 2. ROLL CALL

3. APPROVAL OF AGENDA

4. INVOCATION BY PASTOR RAUL MORENO OF FOWLER BAPTIST CHURCH

5. PLEDGE OF ALLEGIANCE

6. 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.

7. 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.
7A RATIFY Pay Warrants for August 4, 2026
7B RATIFY Pay Warrants for August 18, 2026
7C APPROVE Minutes of the July 21, 2026 City Council meeting 7D CONSIDER approving Resolution No. 2855 approving payments to Fowler High Cheer Boosters and Cub Scout Pack 390
Staff Recommendation: Approve Resolution No. 2855
7E CONSIDER approving an agreement with Fresno Economic Opportunities Commission Food Services (Fresno EOC) to provide lunch meals for the City of Fowler's Senior Center program in an amount not to exceed $45,000 for Fiscal Year 2026-2027.

Staff Recommendation: Approve the agreement with Fresno EOC 7F RECEIVE AND FILE the Cash and Investment Report for the Fourth Quarter ending June 30, 2026.

No Council action is required. This item is presented for informational purposes.

8. CONTESTED CONSENT CALENDAR
2 Items pulled from the Consent Calendar will be heard individually immediately after action is taken on the Consent Calendar.

9. GENERAL ADMINISTRATION
Planning
A CONSIDER the following:
i. The introduction and waiver of the first reading by title only of Ordinance No. 2026-06, prezoning Assessor’s Parcel Number 345-100-08S to the R-1-6 zone district, with an R-3 implementing zone district designation; ii. Resolution No. 2853, adopting a Mitigated Negative Declaration pursuant to CEQA Guidelines Sections 15070-15075, and amending the General Plan land use designation of Assessor’s Parcel Number 345-100-08S to Medium Low Density Residential; and
iii. Initiating annexation of Assessor’s Parcel Number 345-100-08S.

Staff Recommendation: Introduce and waive the first reading by title only of Ordinance No. 2026-06, open the public hearing, close the public hearing, and adopt Resolution No. 2853.

Public Works
B CONSIDER accepting the Fresno Street Reconstruction Project and authorizing the City Engineer to file a Notice of Completion.

Staff Recommendation: Accept the project as complete.

10. STAFF COMMUNICATIONS

11. COUNCILMEMBER REPORTS AND COMMENTS

12. ADJOURN
Next Ordinance No. 2026-08
Next Resolution No. 2856
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, August 13, 2026.

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

ACCOUNTS PAYABLE CHECKS
Regular checks 46939-47032 July 13 - July 23 $ 955,804.86 TOTAL ACCOUNTS PAYABLE CHECKS $ 955,804.86

PAYROLL COSTS
Third July Bi weekly Payroll $ 134,060.53
TOTAL PAYROLL COSTS $ 134,060.53
TOTAL CASH DISBURSEMENTS $ 1,089,865.39
NOTE:

Checks voided 46935, 46911, 46990

CITY OF FOWLER

WARRANTS LIST
August 4, 2026
4 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/13/2026 CITY OF FOWLER VENCHK11
TIME: 14:25:10 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46939 1001 07/13/26 14519 AMAZON CAPITAL SERVICES 5110 OFF SUPP 23.52 46939 1001 07/13/26 14519 AMAZON CAPITAL SERVICES 5110 OFF SUPP 23.53 TOTAL CHECK 47.05
46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 2,057.63 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 2,743.42 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 3,429.21 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 4,115.00 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 4,115.01 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 4,800.80 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 4,800.80 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 6,172.64 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 10,287.64 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 22,632.67 46940 1001 07/13/26 10074 CSJVRMA 5240 26/27 1ST QTR DEPOSIT 73,792.92 46940 1001 07/13/26 10074 CSJVRMA 5240 26/27 1ST QTR DEPOSIT 143,245.08 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 1,371.59 46940 1001 07/13/26 10074 CSJVRMA 5087 26/27 1ST QTR DEPOSIT 1,371.59 TOTAL CHECK 284,936.00
46941 1001 07/13/26 14575 JPRC PLUMBING INC 5200 WELL 5 AC 1,850.00 46942 1001 07/13/26 15023 NICK HARO 5300 TRAVEL ADV HARO 285.00 46943 1001 07/13/26 14843 O'REILLY AUTO PARTS 5205 FLEET PARKS 285.24 46943 1001 07/13/26 14843 O'REILLY AUTO PARTS 5205 FLEET WATER 405.38 TOTAL CHECK 690.62
46944 1001 07/13/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 7/2 130.66 46944 1001 07/13/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 7/2 130.67 TOTAL CHECK 261.33
46945 1001 07/13/26 13742 YANG, FONG 5300 YANG TRAVEL ADV 285.00 46946 1001 07/13/26 15617 YOST,VICTOR & JODI 2050 UTILITY BILL REFUND 100.00 TOTAL FUND 288,455.00
5 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/13/2026 CITY OF FOWLER VENCHK11
TIME: 14:25:10 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46947 1001 07/13/26 15618 BLUE VOICE INC 5720 SOFTWARE 7,000.00 TOTAL FUND 7,000.00
TOTAL REPORT 295,455.00
6 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/15/2026 CITY OF FOWLER VENCHK11
TIME: 18:31:39 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46948 1001 07/15/26 11689 A & C TIRE SERVICE 5205 FLAT REPAIR TRAILER 20.00 46949 1001 07/15/26 14519 AMAZON CAPITAL SERVICES 5110 L ALVAREZ NAME PLATE 11.38 46950 1001 07/15/26 10031 CALIFORNIA POLICE CHIEFS 5250 CPCA DUES 442.00 46951 1001 07/15/26 12758 FAMILY HEALING CENTER 5220 STIPEND 500.00 46952 1001 07/15/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES 13.04 46953 1001 07/15/26 10124 FRESNO SHERIFF BUS OFFICE 5270 DISPATCH 11,532.45 46954 1001 07/15/26 14575 JPRC PLUMBING INC 5185 PLUMBING REPAIR CH 520.00 46955 1001 07/15/26 14479 RG POWER 5195 TRIMMER SUPPLIES 189.56 46955 1001 07/15/26 14479 RG POWER 5200 RIDE MOWER REPAIR 4,453.35 TOTAL CHECK 4,642.91
46956 1001 07/15/26 13145 ROSENBALM ROCKERY INC 5202 SUPPLIES STREETS 105.32 46957 1001 07/15/26 14085 THE CALIFORNIA PEACE OFFI 5110 CPOA DUES 939.75 46958 1001 07/15/26 13543 UNIFIRST CORPORATION 5100 MATS 9.70 46958 1001 07/15/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 78.16 46958 1001 07/15/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 9.70 46958 1001 07/15/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 7/2/26 43.15 TOTAL CHECK 140.71
TOTAL FUND 18,867.56
7 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/15/2026 CITY OF FOWLER VENCHK11
TIME: 18:31:39 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46959 1001 07/15/26 10237 P G & E - SACRAMENTO 5710 100 N 3RD ST 107,477.98 TOTAL FUND 107,477.98
TOTAL REPORT 126,345.54
8 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/15/2026 CITY OF FOWLER VENCHK11
TIME: 19:00:47 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46960 1001 07/15/26 11689 A & C TIRE SERVICE 5205 FLAT REPAIR PRIUS 20.00 46960 1001 07/15/26 11689 A & C TIRE SERVICE 5205 FLAT REPAIR BACKHOW 75.00 46960 1001 07/15/26 11689 A & C TIRE SERVICE 5205 FLAT REPAIR WATER 20.00 46960 1001 07/15/26 11689 A & C TIRE SERVICE 5205 FLAT REPAIR 20.00 46960 1001 07/15/26 11689 A & C TIRE SERVICE 5205 TRAILER TIRES 420.00 TOTAL CHECK 555.00
46961 1001 07/15/26 15057 A&C TIRE SERVICE 5205 TPMS SENSOR 180.00 46961 1001 07/15/26 15057 A&C TIRE SERVICE 5205 TPMS SENSOR 180.00 46961 1001 07/15/26 15057 A&C TIRE SERVICE 5205 SPLASH GUARD 104.00 46961 1001 07/15/26 15057 A&C TIRE SERVICE 5205 OIL CHANGE 80.00 46961 1001 07/15/26 15057 A&C TIRE SERVICE 5205 OIL CHANGE/FILTER 100.00 TOTAL CHECK 644.00
46962 1001 07/15/26 10026 BCT CONSULTING 5230 NETWORK SVCS MAY26 2,892.48 46962 1001 07/15/26 10026 BCT CONSULTING 5230 VOIP MAY26 1,083.73 46962 1001 07/15/26 10026 BCT CONSULTING 5230 DESKTOP SVS MAY26 3,319.00 46962 1001 07/15/26 10026 BCT CONSULTING 5230 NETWORKSVCS JUN26 2,912.40 46962 1001 07/15/26 10026 BCT CONSULTING 5230 VOIP JUN26 1,083.73 46962 1001 07/15/26 10026 BCT CONSULTING 5230 DESKTOP SVS JUN26 3,319.00 TOTAL CHECK 14,610.34
46963 1001 07/15/26 15382 BEAR ELECTRICAL SOLUTIONS 5202 TRAFFIC SIGNAL JUN26 5,990.21 46964 1001 07/15/26 15438 BURKE,WILLIAMS & SORENSEN 5620 LEGAL SERVICES MAY26 10,718.00 46965 1001 07/15/26 11792 CA BUILDING STANDARDS COM 5272 CA BSASRF APR26-JUN26 460.80 46966 1001 07/15/26 12654 COMCAST 5160 INTERNET 752.75
46967 1001 07/15/26 10088 DEPARTMENT OF CONSERVATIO 5220 CASEISMIC APR26-JUN26 1,485.44 46968 1001 07/15/26 15621 ELGIN, BRADLEY ALLEN 5082 CALPERS 457 REFUND 100.00 46969 1001 07/15/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 13.30 46970 1001 07/15/26 14749 HOFFMAN SECURITY 5220 MONIT SVC APR26 89.95 46971 1001 07/15/26 15118 INDUSTRIAL ELECTRIC 5206 WELL 8 GEN SVC 450.00 46971 1001 07/15/26 15118 INDUSTRIAL ELECTRIC 5206 WELL 7 GEN SVC 450.00 46971 1001 07/15/26 15118 INDUSTRIAL ELECTRIC 5206 WELL 6 GEN SVC 1,150.00 TOTAL CHECK 2,050.00
46972 1001 07/15/26 15477 INSOURCE SOFTWARE SOLUTIO 5715 SCADA 265.35 46973 1001 07/15/26 15061 JB ELECTRIC 5190 LIGHTS CITY HALL 3,638.56 46974 1001 07/15/26 15619 K HOVNANIAN HOMES 3101 BUILDING PERMIT BP26 386.40 46975 1001 07/15/26 12524 KENT M KAWAGOE, PH. D. 5220 PSYCH 350.00 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 128 S 5TH 6/30/26 25.34 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 128 S 5TH 6/30/26 11.38 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 1291 W SOUTH 6/30/26 9.53 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 212 E MERCED 6/30/26 91.98 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 2831 E MANN 6/30/26 86.35 9 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/15/2026 CITY OF FOWLER VENCHK11
TIME: 19:00:47 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 4218 GLDNSTAT 6/30/26 77.52 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 500 E MERCED 6/30/26 355.06 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO 6/30/26 14.82 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO 6/30/26 932.95 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO 6/30/26 8.49 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 7TH/TULAER 6/30/26 23.82 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 95 E ADAMS 6/30/26 4,793.75 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 9TH/MERCED 6/30/26 61.00 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 ADAMS/5TH 6/30/26 5,600.38 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 GLDNST B 6/30/26 107.09 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 MAIN/5TH 6/30/26 23.82 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 MERCED/6TH 6/30/26 9.53 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 MERCED/7TH 6/30/26 9.53 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 RETRO FIT LOAN JUN26 941.28 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 SESWNW231521 6/30/26 9,426.33 46976 1001 07/15/26 10237 P G & E - SACRAMENTO 5170 TEMP/GLDN 6/30/26 10,681.23 TOTAL CHECK 33,291.18
46977 1001 07/15/26 10551 PARRA, DANIEL 5260 PER DIEM LCCLC BOARD 530.24 46978 1001 07/15/26 15233 PRIMO BRANDS 5121 WTR SVC 77.96 46978 1001 07/15/26 15233 PRIMO BRANDS 5121 WTR SVC 77.96 46978 1001 07/15/26 15233 PRIMO BRANDS 5121 WTR SVC 77.96 46978 1001 07/15/26 15233 PRIMO BRANDS 5121 WTR SVC 77.97 TOTAL CHECK 311.85
46979 1001 07/15/26 13655 PROVOST & PRITCHARD 5220 TENTATIVE MAP 25-19 S 54.54 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH PD 270.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH STREETS 9.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CCARWASH COMM DEV 9.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH COMM DEV 9.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH STREETS 27.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWSH PD 603.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH COMM DEV 24.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH PD 285.00 46980 1001 07/15/26 11489 SHOP N GO, INC. 5205 CARWASH STREETS 24.00 TOTAL CHECK 1,260.00
46981 1001 07/15/26 10296 STAPLES CREDIT PLAN 5121 SUPPLIES 14.21 46981 1001 07/15/26 10296 STAPLES CREDIT PLAN 5121 SUPPLIES 49.41 46981 1001 07/15/26 10296 STAPLES CREDIT PLAN 5100 OFF SUPPLY 4.39 TOTAL CHECK 68.01
46982 1001 07/15/26 10085 STATE OF CA DEPARTMENT OF 5110 FINGERPRINTS 32.00 46982 1001 07/15/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ALCOHOL 35.00 TOTAL CHECK 67.00
46983 1001 07/15/26 12791 THE MOWERS EDGE 5200 TRIMMER PARTS 136.30 46984 1001 07/15/26 13543 UNIFIRST CORPORATION 5100 MATS 6/18/26 9.70 46984 1001 07/15/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 6/18/26 78.16 46984 1001 07/15/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 6/18/26 9.70 TOTAL CHECK 97.56
TOTAL FUND 77,926.78
10 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 07/15/2026 CITY OF FOWLER VENCHK11
TIME: 19:00:47 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT TOTAL REPORT 77,926.78
11 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/22/2026 CITY OF FOWLER VENCHK11
TIME: 12:17:29 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46985 1001 07/22/26 15246 ABDELQADER, MOHAMAD 2050 UB REFUND 29.30 46986 1001 07/22/26 14725 ANDY'S SPORTS & DESIGN 5110 DIGITAL PRINT 133.57 46987 1001 07/22/26 10026 BCT CONSULTING 5230 MOMS SOFTWARE 3,011.25 46988 1001 07/22/26 15244 BERTRAN, JOHN & VILLALOBO 2050 UB REFUND 100.00 46989 1001 07/22/26 10024 BSK ASSOCIATES 5710 WATER TEST 473.00 46990 1001 07/22/26 12300 COOKS COMMUNICATIONS 5205 CONTROL HEAD #75 691.43 46991 1001 07/22/26 14188 DATA TICKET 5230 MAY 26 169.00 46992 1001 07/22/26 10102 ERMA 5220 LEGAL EXP LCW 24,602.50 46993 1001 07/22/26 12466 FRESNO EOC 5105 JUNE MEALS 2026 2,333.86 46994 1001 07/22/26 15243 HAROLD L SHEARN FAM TRUST 2050 UB REFUND 26.07 46995 1001 07/22/26 14238 INFOSEND, INC 5621 BILLING MAY & JUNE 26 3,827.28 46995 1001 07/22/26 14238 INFOSEND, INC 5150 PD ELEC BIKE FLYER 288.74 TOTAL CHECK 4,116.02
46996 1001 07/22/26 15252 LOYAL,JAGDEEP S&PANNU,GUR 2050 UB REFUND 100.00 46997 1001 07/22/26 15251 MEDINA, MARTHA 2050 UB REFUND 84.64 46998 1001 07/22/26 15250 MURILLO,UVER & SANDRA 2050 UB REFUND 100.00 46999 1001 07/22/26 15152 OUTDOOR CREATIONS INC. 5710 MONUMENT SIGN 3,754.19 47000 1001 07/22/26 10237 P G & E - SACRAMENTO 5170 105 E PEACH 1.27 47000 1001 07/22/26 10237 P G & E - SACRAMENTO 5170 105 E PEACH 9/19/25 8.67 47000 1001 07/22/26 10237 P G & E - SACRAMENTO 5170 105 E PEACH 1.27 47000 1001 07/22/26 10237 P G & E - SACRAMENTO 5170 105 E PEACH 9/19/25 8.67 47000 1001 07/22/26 10237 P G & E - SACRAMENTO 5170 429 E MERCED 5/22/26 7.14 TOTAL CHECK 27.02
47001 1001 07/22/26 15242 PANTOJA, SUSAN 2050 UB REFUND 58.89 47002 1001 07/22/26 15245 PITA, MARIA 2050 UB REFUND 72.33 47003 1001 07/22/26 14550 SANGER FENCE CO 5190 KEYPAD INSTALL 565.66 47003 1001 07/22/26 14550 SANGER FENCE CO 5190 KEYPAD INSTALL 565.67 47003 1001 07/22/26 14550 SANGER FENCE CO 5190 KEYPAD INSTALL 565.67 TOTAL CHECK 1,697.00
47004 1001 07/22/26 10289 SOUTH COUNTY VETERINARY H 5220 DISPOSAL OF ANIMAL 55.00 47005 1001 07/22/26 13521 UNITY IT 5230 HARD DRIVE CLEAN-UP 206.25 TOTAL FUND 41,841.32
TOTAL REPORT 41,841.32
12 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/23/2026 CITY OF FOWLER VENCHK11
TIME: 16:21:28 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47006 1001 07/23/26 10007 ALERT-O-LITE, INC 5195 SUPPLIES STREETS 241.58 47007 1001 07/23/26 10024 BSK ASSOCIATES 5710 WATER TEST 206.77 47008 1001 07/23/26 10506 CALMAT CO DBA VULCAN MATE 5195 ASPHALT STREETS 294.75 47009 1001 07/23/26 11653 CIVICPLUS LLC 5220 MUNICODE-CODE/ZONE 1,536.88 47010 1001 07/23/26 14429 CORE & MAIN 5195 PRESSURE GAUGE 42.12 47010 1001 07/23/26 14429 CORE & MAIN 5195 SUPPLES WATER 155.80 TOTAL CHECK 197.92
47011 1001 07/23/26 15371 CRISTO MILAN 5710 DOOR REPAIR 2,300.00 47012 1001 07/23/26 15584 FORTILINE, INC 5202 SUPPLIES WATER 170.94 47013 1001 07/23/26 10759 GLASCO GENERAL ENGINEERIN 5710 HARRIS PARK - LANDSCP 34,400.00 47014 1001 07/23/26 14575 JPRC PLUMBING INC 5185 A/C REPAIR - PW 280.00 47015 1001 07/23/26 14111 KIMBALL MIDWEST 5195 SUPPLIES STREETS 454.65 47016 1001 07/23/26 11507 LIEBERT CASSIDY WHITMORE 5100 STAFF TRAINING 1,785.00 47017 1001 07/23/26 10779 NAPA AUTO PARTS 5195 SUPPLIES STREETS 19.29 47018 1001 07/23/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 171.13 47018 1001 07/23/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 70.45 47018 1001 07/23/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 8.23 47018 1001 07/23/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 7.15 47018 1001 07/23/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 29.27 47018 1001 07/23/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES STREETS 21.67 TOTAL CHECK 307.90
47019 1001 07/23/26 14843 O'REILLY AUTO PARTS 5205 FLEET WATER 30.49 47019 1001 07/23/26 14843 O'REILLY AUTO PARTS 5205 FLEET PARKS 44.66 TOTAL CHECK 75.15
47020 1001 07/23/26 10237 P G & E - SACRAMENTO 5170 ADAMS/TEMP LIGHTS 197.70 47020 1001 07/23/26 10237 P G & E - SACRAMENTO 5170 WALTER/FRESNO LIGHTS 15.08 47020 1001 07/23/26 10237 P G & E - SACRAMENTO 5170 TRACT 5834 LIGHTS 60.11 47020 1001 07/23/26 10237 P G & E - SACRAMENTO 5170 SOUTH/SUNNY LIGHTS 207.11 47020 1001 07/23/26 10237 P G & E - SACRAMENTO 5170 TRACT 5212 LIGHTS 126.31 TOTAL CHECK 606.31
47021 1001 07/23/26 15628 PARDINI'S CATERING 5110 EMPLOYEE APP DINNER 1,000.00 47022 1001 07/23/26 13095 PBM SUPPLY & MFG 5195 SUPPLIES STREETS 90.53 47023 1001 07/23/26 15180 PEAC SOLUTIONS 5180 COPY LEASE 7/2026 1,515.43 47024 1001 07/23/26 10254 REDCAT TOWING 5205 TOW #45 150.00 47025 1001 07/23/26 15626 SKYBOX SPORTS NETWORK INC 5220 TICKER APP - CH 52.97 47025 1001 07/23/26 15626 SKYBOX SPORTS NETWORK INC 5220 TICKER APP - CH 52.98 47025 1001 07/23/26 15626 SKYBOX SPORTS NETWORK INC 5220 TICKER APP - CH 52.98 13 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/23/2026 CITY OF FOWLER VENCHK11
TIME: 16:21:28 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47025 1001 07/23/26 15626 SKYBOX SPORTS NETWORK INC 5220 TICKER APP - CH 52.98 47025 1001 07/23/26 15626 SKYBOX SPORTS NETWORK INC 5220 TICKER APP - CH 52.98 47025 1001 07/23/26 15626 SKYBOX SPORTS NETWORK INC 5220 TICKER APP - CH 52.98 TOTAL CHECK 317.87
47026 1001 07/23/26 11195 ROBERT V JENSEN INC 5210 FUEL 409.63 47026 1001 07/23/26 11195 ROBERT V JENSEN INC 5210 FUEL 409.63 47026 1001 07/23/26 11195 ROBERT V JENSEN INC 5210 FUEL 409.64 TOTAL CHECK 1,228.90
47027 1001 07/23/26 15627 SACRAMENTO COUNTY SHERIFF 5300 EXECUTIVE SUMMIT-PD 475.00 47028 1001 07/23/26 12443 SIMPLOT GROWER SOLUTIONS 5203 SUPPLIES PARKS 472.50 47029 1001 07/23/26 10763 SUNBELT RENTALS 5182 COOLERS JULY 5 378.98 47030 1001 07/23/26 13543 UNIFIRST CORPORATION 5185 JANITORAL SR CT 49.66 47030 1001 07/23/26 13543 UNIFIRST CORPORATION 5185 UNIFORM - STREETS 7/2 121.56 47030 1001 07/23/26 13543 UNIFIRST CORPORATION 5185 UNIFORM - WATER 7/2 121.55 47030 1001 07/23/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREETS 117.49 47030 1001 07/23/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 117.48 TOTAL CHECK 527.74
TOTAL FUND 49,034.09
14 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 07/23/2026 CITY OF FOWLER VENCHK11
TIME: 16:21:28 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47031 1001 07/23/26 14912 CORE BUSINESS INTERIORS 5710 FURNITURE-SR CT 80% 128,094.16 47031 1001 07/23/26 14912 CORE BUSINESS INTERIORS 5710 FURNITURE - PD 80% 210,507.97 TOTAL CHECK 338,602.13
TOTAL FUND 338,602.13
15 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 07/23/2026 CITY OF FOWLER VENCHK11
TIME: 16:21:28 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 212 - ARPA FUNDING

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47032 1001 07/23/26 15625 D & B CONSTRUCTION GROUP 5220 METER SURVEY 26,600.00 TOTAL FUND 26,600.00
TOTAL REPORT 414,236.22
16 Section 7, Item 7A

CHECK NUMBERS CHECK DATES AMOUNT

ACCOUNTS PAYABLE CHECKS
Regular checks 47033-47050 July 30, 2026 $ 136,333.82
TOTAL ACCOUNTS PAYABLE CHECKS $ 136,333.82

PAYROLL COSTS
First August Bi weekly Payroll $ 148,777.81
TOTAL PAYROLL COSTS $ 148,777.81
TOTAL CASH DISBURSEMENTS $ 285,111.63
NOTE:

Checks voided 46988,46994,46996-46998,47000-47002

CITY OF FOWLER

WARRANTS LIST
August 18, 2026
17 Section 7, Item 7B
SUPERION PAGE NUMBER: 1
DATE: 07/30/2026 CITY OF FOWLER VENCHK11
TIME: 13:08:26 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47033 1001 07/30/26 14519 AMAZON CAPITAL SERVICES 5110 SENIOR ACTIVITIES 369.06 47034 1001 07/30/26 15629 BOARD OF STATE AND COMMUN 5250 OWMH GRANT 2022 419.00 47035 1001 07/30/26 15438 BURKE,WILLIAMS & SORENSEN 5620 LEGAL SERVICES 6-26 16,596.50 47036 1001 07/30/26 11291 THE BUSINESS JOURNAL 5150 PHN PLANNING 629.00 47037 1001 07/30/26 10666 CALIFORNIA BUILDING OFFIC 5300 CALBO WEBINAR A.V. 115.00 47037 1001 07/30/26 10666 CALIFORNIA BUILDING OFFIC 5300 CALBO WEBINAR M.A. 115.00 TOTAL CHECK 230.00
47038 1001 07/30/26 14512 CSG CONSULTANTS 5225 PLAN CHECK 6/26 1,239.50 47039 1001 07/30/26 14188 DATA TICKET 5220 CE MAY 26 90.00 47040 1001 07/30/26 12286 DEPT OF TRANSPORTATION 5202 TRAFFIC SIGNAL JUN 26 513.35 47041 1001 07/30/26 10488 FOWLER UNIFIED 5210 FUEL JUNE 2026 5,034.39 47042 1001 07/30/26 12717 M&M SCREEN PRINTING 5110 POLO SHIRT - ALVAREZ 36.89 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5220 CUP FOWLER BAP CH 623.70 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 CUP FOWLER BAP CH 826.20 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5710 WELL 9 DESIGN PM 3/26 926.30 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 FM TRACT 6405 3/26 1,155.00 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 ENG BP 24-49 3095 FEL 115.50 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 ENG FB BP 24-0171 ORE 377.30 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 WELL 7 TCP 3/26 11,588.30 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 BP 25-0182 110 N 5 ST 216.00 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 BP 25-0295 720 N 8TH 297.00 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 ON-CALL ENGINEER 3/26 17,131.00 47043 1001 07/30/26 13655 PROVOST & PRITCHARD 5510 ENCROACH PERMIT 3/26 2,668.60 TOTAL CHECK 35,924.90
47044 1001 07/30/26 10296 STAPLES CREDIT PLAN 5225 OFFICE SUPPLIES 63.73 47044 1001 07/30/26 10296 STAPLES CREDIT PLAN 5225 OFFICE SUPPLIES 177.52 TOTAL CHECK 241.25
47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 5/14 125.64 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 5/14 125.35 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 5/21 118.93 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 5/21 118.93 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 5/28 115.70 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 5/28 115.70 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 6/4 129.10 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 6/4 129.11 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 6/11 117.49 47045 1001 07/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 6/11 117.48 TOTAL CHECK 1,213.43
47046 1001 07/30/26 14830 WILLDAN GROUP INC 5225 INSPECTOR JUNE 2026 1,377.50 TOTAL FUND 63,914.77
18 Section 7, Item 7B
SUPERION PAGE NUMBER: 2
DATE: 07/30/2026 CITY OF FOWLER VENCHK11
TIME: 13:08:26 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47047 1001 07/30/26 13655 PROVOST & PRITCHARD 5710 PD HQ 3/26 1,843.60 47047 1001 07/30/26 13655 PROVOST & PRITCHARD 5220 FIRESTATION 3/26 3,849.90 TOTAL CHECK 5,693.50
47048 1001 07/30/26 15029 VANIR CONSTRUCTION MANAGE 5710 PD HQ/SR CT JUNE 26 38,735.50 TOTAL FUND 44,429.00
19 Section 7, Item 7B
SUPERION PAGE NUMBER: 3
DATE: 07/30/2026 CITY OF FOWLER VENCHK11
TIME: 13:08:26 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 212 - ARPA FUNDING

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47049 1001 07/30/26 14787 TOOLE DESIGN GROUP LLC 5710 SAFETY ACTION 6/26 7,268.05 TOTAL FUND 7,268.05
20 Section 7, Item 7B
SUPERION PAGE NUMBER: 4
DATE: 07/30/2026 CITY OF FOWLER VENCHK11
TIME: 13:08:26 CHECK REGISTER ACCOUNTING PERIOD: 13/26
FUND - 790 - FIRE STATION PROJECT

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 47050 1001 07/30/26 13655 PROVOST & PRITCHARD 5710 FRESNO ST 3/26 1,483.29 47050 1001 07/30/26 13655 PROVOST & PRITCHARD 5710 FRESNO ST 3/26 19,238.71 TOTAL CHECK 20,722.00
TOTAL FUND 20,722.00
TOTAL REPORT 136,333.82
21 Section 7, Item 7B

CITY COUNCIL MEETING
TUESDAY, JULY 21, 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
Karnig Kazarian
Daniel Parra
City Staff Present: City Manager Reid, City Attorney Santos, Finance Director Banda, Fire Battalion Chief Dominguez, Community & Economic Development Director Flood, Chief Gularte, Recreation & Senior Center Supervisor Brittany Hernandez, City Planner Marple, City Engineer Park, Assistant City Manager Rocha, City Clerk Vasquez

6. CEREMONIAL PRESENTATIONS
A. Swearing in of Officer Andrew Mouanoutoua

7. PUBLIC COMMENT
Eight members of the public spoke.

8. CONSENT CALENDAR
Motion made by Gill, Seconded by Parra.

Voting Yea: Mejia, Gill, Kazarian, Parra
A. RATIFY Pay Warrants for July 21, 2026
B. APPROVE Minutes of the June 16, 2026 City Council meeting C. CONSIDER approving Resolution No. 2842 Concerning Local Transportation Purpose Funds Extension (Measure “C” Extension)
i. The City of Fowler (“City”) will submit completed Local Transportation Pass Through Revenues Reporting Requirements for prior year expenditures before November 15, 2026.
22 Section 7, Item 7C
ii. Authorize Finance Director and Treasurer to sign the Local Transportation Pass Through Revenues Certifications and Claim Forms.

Staff Recommendation: Approve Resolution No. 2842 Concerning Local Transportation Purpose Funds Extension (Measure “C” Extension).

D. CONSIDER adoption of Resolution No. 2850 to establish multiple City standards.

Staff Recommendation: Adopt Resolution No. 2850
E. CONSIDER accepting the Well 7 TCP Mitigation Project and authorizing the City Engineer to file a Notice of Completion.

Staff Recommendation: Accept the project as complete.

F. CONSIDER Resolution No. 2852:
i. Approving a joint powers agreement for participation in the Fresno County Urban Community Development Block Grant program for program years 2027- 28, 2028-29, and 2029-30.

Staff Recommendation: Adopt Resolution No. 2852.

10. GENERAL ADMINISTRATION
City Manager
A. Residential Treatment Center Workshop
Isaiah Brown, Administrator, and Tez Alarakhia, Head of Service, of Brighter Horizon, addressed the Council and responded to questions.

Six members of the public spoke
Council directed staff to proceed with developing a proposed ordinance.

Public Works
B. CONSIDER approving Resolution No. 2851, Confirming the Diagram and Assessment of the 2026-27 Annual Levy for Landscaping and Storm Drainage Facilities Maintenance District No. 1.

Staff Recommendation: Approve Resolution No. 2851.

Motion made by Kazarian, Seconded by Gill.

Voting Yea: Mejia, Gill, Kazarian, Parra

11. STAFF COMMUNICATIONS
23 Section 7, Item 7C
Updates were given by Assistant City Manager Rocha, Finance Director Banda, Community & Economic Development Director Flood, City Clerk Vasquez, City Engineer Park, and City Manager Reid.

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

13. CLOSED SESSION
Pursuant to Government Code section 54956.8
Conference with Real Property Negotiator
One property
Agency Negotiator: Michael Reid, City Manager
Negotiating Party: St. Gregory Armenian Church
Under Negotiation: Price and terms of payment
Pursuant to Government Code section 54957
Exposure to litigation: one case
The meeting went into closed session at 7:58 p.m.

14. RECONVENE INTO OPEN SESSION AND REPORT ACTION
The meeting reconvened into open session at 8:28 p.m. There was no reportable action taken on either of the two items.

15. ADJOURN
Having no further business, the meeting was adjourned at 8:29 p.m. 24 Section 7, Item 7C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 18, 2026
FROM: BRITTANY HERNANDEZ, Recreation & Senior Center Supervisor SUBJECT: CONSIDER approving Resolution No. 2855 approving payments to Fowler High Cheer Boosters and Cub Scout Pack 390
Staff Recommendation: Approve Resolution No. 2855

EXECUTIVE SUMMARY
This action provides a $600 payment each to Fowler High Cheer Boosters and Cub Scout Pack 390 for a total of $1,200.

BACKGROUND
The City of Fowler applies for grant funding with the California Department of Resources Recycling and Recovery (CalRecycle), which provides non-competitive entitlement funding to local jurisdictions for eligible beverage container recycling, litter reduction, and community cleanup activities. The grant is intended to support projects that improve recycling efforts and reduce litter within the community. Funds received through this program are restricted to eligible activities, and any unused funds must be returned to CalRecycle.

During the City’s 5
th of July celebration on July 5, 2026, Fowler High School Cheer Boosters and the Cub Scout Pack 390 collected recyclable beverage containers, assisting with cleanup efforts.

In addition to their service during this event, both organizations consistently contribute to the Fowler community through volunteerism, youth leadership, civic engagement, and participation in community events.

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. 25 Section 7, Item 7D

GENERAL PLAN CONSISTENCY
General Plan Goal OS-3
Recreational programming and facilities meet the needs of community members of all ages and abilities.

FISCAL IMPACT
The City of Fowler received a $5,000 recycling grant from CalRecycle for FY 2026-27, and this payment will be funded from this grant.

PROCUREMENT PROCESS
No procurement is associated with this action.

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

Attachments
- Resolution No. 2855
26 Section 7, Item 7D
RESOLUTION NO. 2855

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER

APPROVING PAYMENTS TO FOWLER HIGH CHEER BOOSTERS AND CUB SCOUT PACK 390
WHEREAS, the City of Fowler applies for grant funding with CalRecycle which provides non-competitive entitlement funding for local beverage recycling, litter reduction, and cleanup activities; and
WHEREAS, Fowler High Cheer Boosters and Cub Scout Pack 390 provide ongoing service to the Fowler community by promoting volunteerism, leadership, civic engagement, and community pride through participation in local events and service projects; and WHEREAS, during the City’s 5
th of July celebration on July 5, 2026, Fowler High Cheer Boosters and Cub Scout Pack 390 collected recyclable beverage containers and assisted with event cleanup, supporting the City’s recycling and litter reduction efforts; and WHEREAS, the services provided by Fowler High Cheer Boosters and Fowler Boy Scout Pack 390 are consistent with the eligible cleanup activities authorized under the CalRecycle Grant, and the City wishes to recognize their contributions through grant-funded reimbursements.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler authorizes a payment of Six Hundred Dollars ($600.00) to Fowler High Cheer Boosters and Six Hundred Dollars ($600.00) to the Cub Scout Pack 390 for their cleanup and beverage container recycling services provided during the City’s 5th of July celebration with funding provided through the CalRecycle Grant.

PASSED, APPROVED AND ADOPTED this 18th day of August 2026, at a regular meeting of the Fowler City Council by the following vote:

AYES:

NOES:

ABSTAIN: APPROVED:

ABSENT:
___________________________
ATTEST: Juan Mejia, Mayor
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By:__________________________
ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
27 Section 7, Item 7D

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 18, 2026
FROM: BRITTANY HERNANDEZ, Recreation & Senior Center Supervisor SUBJECT: CONSIDER approving an agreement with Fresno Economic Opportunities Commission Food Services (Fresno EOC) to provide lunch meals for the City of Fowler's Senior Center program in an amount not to exceed $45,000 for Fiscal Year 2026-2027.

Staff Recommendation: Approve the agreement with Fresno EOC

EXECUTIVE SUMMARY
Approval of this agreement will authorize Fresno Economic Opportunities Commission (Fresno EOC) Food Services to provide lunch meals for the City of Fowler Senior Center Program. This agreement will ensure the continued delivery of meal services while supporting the health, nutrition, and well-being of the City’s senior community.

BACKGROUND
The City of Fowler Senior Center provides a variety of programs including wellness, fitness classes, social engagement opportunities, and nutritious lunches for the City of Fowler's seniors Monday through Friday. The Senior Center serves an average of 20 participants each day and is committed to providing nutritious, affordable meals that promote the health and well-being of the community’s seniors.

Fresno EOC has partnered with the City for more than a decade to provide nutritious hot meals for the Senior Center’s meal program. Meals are delivered directly to the Senior Center prior to the lunch service to ensure quality and freshness. Fresno EOC also has the flexibility to adjust meal quantities with 24-hour notice, allowing the City to accommodate changes in daily participation.

Staff has negotiated a per meal cost of $8.00 for Fiscal Year 2026-2027. As outlined in the attached agreement, once approved, staff may extend the agreement for an additional 12- month term to June 30, 2027, with written notice to Fresno EOC. Fresno EOC may increase the cost per meal with notice to the City by July 1, 2027, allowing the City time to include any cost increases in the Fiscal Year 2027-28 budget.

Fresno EOC is uniquely qualified to provide the services outlined in this agreement based on EOC’s experience in providing similar services to many like jurisdictions; their long history of providing such services; the quality of their product and their price per meal. 28 Section 7, Item 7E

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

GENERAL PLAN CONSISTENCY
General Plan Goal OS-3
Recreational programming and facilities meet the needs of community members of all ages and abilities.

FISCAL IMPACT
Funds associated with this agreement are included in the FY 2026-27 budget, which was adopted by Council on June 16, 2026. No additional General Fund appropriation is required.

PROCUREMENT PROCESS
Purchasing Policy (2-20-2024) Section 4. Authority and Process to Award Contracts. e. City Manager’s Award Authority. While the City Manager is authorized to award contracts of up to fifty thousand dollars ($50,000), consistent with the City’s past practice, staff recommends that this EOC Agreement be presented to the City Council for approval.

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

ATTACHMENTS
- Fresno Economic Opportunities Commission Food Services Agreement 2026-2027 and Certificate of Insurance
29 Section 7, Item 7E
FRESNO

ECONOMIC OPPORTUNITIES COMMISSION

FOOD SERVICES AGREEMENT
This AGREEMENT is made as of the day and date specified below, between the following parties:

FRESNO ECONOMIC OPPORTUNITIES COMMISSION (Fresno EOC)
Food Services
3100 W. Nielsen
Fresno, CA 93706
and,

CITY OF FOWLER (CUSTOMER)
128 South Fifth Street
Fowler, CA 93625
AGREEMENT PERIOD: July 1, 2026 THROUGH June 30, 2027

1. Fresno EOC-FS operates a food preparation center and is not an agent or employee of the City of Fowler. CUSTOMERS have a need for food service as specified below. The purpose of this AGREEMENT is to state the terms and conditions under which Fresno EOC-FS will provide food services for the CUSTOMER.

2. Services to be Performed. Fresno EOC agrees to perform the following food services for CUSTOMER.
a. Provide lunch meals Monday through Friday (excluding designated holidays) b. Meals will be delivered to CUSTOMER at 108 N. 3rd Street in time for 11:30 AM lunch serving time.
c. The representative menu is attached as Exhibit A. Menus will be based on meeting one third (1/3) of the daily minimum nutritional requirements. Any changes to the basic menu must be mutually agreed upon.
d. A complete food service checklist, which will include date, menu, number of meals and serving procedures, will be provided to CUSTOMER with each delivery.

3. CUSTOMER’S Duties. CUSTOMERS shall be responsible for and shall do following:
a. Daily meal counts to be emailed before 12:00 p.m. for next day service. FRESNO EOC designated emails will be provided. Cancellations or reductions in lunch meal will not be accepted.
30 Section 7, Item 7E
FRESNO

ECONOMIC OPPORTUNITIES COMMISSION

FOOD SERVICE AGREEMENT
b. CUSTOMER shall rinse out serving pans and packed into the insulated containers for pickup. The serving pans and insulated containers will be picked up on the next service day.
c. CUSTOMER acknowledges that they are solely responsible for serving the meals and, in connection therewith, following any reasonable directions of Fresno EOC-FS with regard to the serving of such meals. CUSTOMER agrees that the meals shall be consumed during the lunch hour between 11:30 am and 12:30 pm.

4. Menu substitution. Any lunch i.e. sack lunch substitution requests must be directed to the Fresno EOC Food Preparation Center Dietary Manager upon at least five (5) days written notice.

CUSTOMER understands and agrees that the compliance with any such request shall be at the sole discretion of Fresno EOC-FS.

5. Special meals, banquets, or other special food service requests must similarly be made by CUSTOMER to Fresno EOC upon at least five (5) days advance notice. Compliance with any such request shall be at Fresno EOC sole discretion.

6. In the event CUSTOMER requests any special meals, banquets, or special food service that Fresno EOC is willing to provide, the Fresno EOC shall give CUSTOMER a price at which Fresno EOC is willing to provide such service and the price, therefore, shall be as specified by Fresno EOC.

7. Payment. CUSTOMER agrees to compensate and pay Fresno EOC-FS the following prices:

Lunch Price per meal: $8.00 (plus applicable tax). CUSTOMER’s meal orders may be up to 66 meals per day during the term of this Agreement, with the actual number to be confirmed in accordance with Section 3 (a) above, which may be more or less than is estimated. CUSTOMER is not required to order a minimum number of meals, either daily or in the aggregate. The total contract amount payable to FRESNO EOC shall not exceed Forty-Five Thousand dollars ($45,000) (“Total Contract Amount”). CUSTOMER’s City Manager, in his sole discretion, may increase the Total Contract Amount by up to Ten Thousand dollars ($10,000.00) (“Contract Increase Amount”). a. In addition to the amount specified above, CUSTOMER agrees to pay Fresno EOC any applicable tax unless CUSTOMER provides evidence to Fresno EOC that CUSTOMER is exempt from or not subject to the imposition of such tax. b. Fresno EOC will send an invoice to CUSTOMER on a monthly basis, and payment shall be due and payable within 20 days following the date of invoice. A late charge of 1 ½% per month (18% per year) will be charged on past due accounts. Service will cease if full payment is not received within 30 days of the date of invoice. Payment shall be made to:

FRESNO EOC-Finance Office
ATTN: Food Services
1920 Mariposa Street, Suite #330 Fresno, CA 93721
31 Section 7, Item 7E
FRESNO

ECONOMIC OPPORTUNITIES COMMISSION

FOOD SERVICE AGREEMENT

c. CUSTOMER shall be credited for any missing or unacceptable items under the direct control of the Food Preparation Center on a per-meal basis. d. Price adjustments due to inflation will be governed by the terms outlined in Section 8(a).

8. Terms of Agreement. The term of this AGREEMENT shall commence July 1, 2026 and continue full force and effect thereafter until June 30, 2027 or until it is terminated at least thirty (30) days written notice from either party to the other.
a.) Annual Inflation Adjustment: Fresno EOC-FS reserves the right to adjust the Lunch Price per meal annually, effective July 1st of each year during the Agreement Period, based on the percentage increase in the Consumer Price Index for All Urban Consumers (CPI-U) for the West Region, as published by the U.S. Bureau of Labor Statistics, for the twelve-month period ending in April of that year. The maximum annual increase shall not exceed [Specify Percentage, e.g., 3%]. Fresno EOC-FS will provide the CUSTOMER with written notice of any price adjustment at least thirty (30) days prior to the effective date of such adjustment. b.) Inflation-Based Price Adjustment During Agreement Period: Notwithstanding Section 8(a), Fresno EOC-FS reserves the right to adjust the Lunch Price per meal at any time during the Agreement Period if the Consumer Price Index for All Urban Consumers (CPI-U) for the West Region, as published by the U.S. Bureau of Labor Statistics, increases by five percent (5%) or more cumulatively within any six (6) month period during the term of this Agreement, as compared to the CPI-U level at the beginning of that six-month period. In the event such an inflationary trigger is met, Fresno EOC-FS may adjust the Lunch Price per meal by a percentage not to exceed the actual percentage increase in the CPI-U over the relevant six-month period.

Fresno EOC-FS will provide the CUSTOMER with written notice of any such price adjustment at least thirty (30) days prior to the effective date of the adjustment. The written notice will include the specific CPI-U data supporting the adjustment and the new Lunch Price per meal.

The City of Fowler will have the right to review the CPI-U data provided by Fresno EOC-FS.

9. Hold Harmless. Fresno EOC shall hold CUSTOMER, its officers and employees, harmless and indemnify CUSTOMER against the payment of any and all costs and expenses, claims, suits and liability resulting from or arising out of or in any way connected with negligent or wrongful acts or omissions of Fresno EOC, its officers and employees, in performing or failing to perform any work, services or functions to be performed under this AGREEMENT.

CUSTOMER shall hold Fresno EOC, its officers and employees, harmless and indemnify Fresno EOC against the payment of any and all costs and expenses, claims, suits and liability resulting from or arising out of or in any way connected with negligent or wrongful acts or omissions of CUSTOMER, its officers and employees, in performing or failing to perform any work, services or functions to be performed under this AGREEMENT.

10. Governing Law, Entire Agreement, and Partial Invalidity. This AGREEMENT shall be governed by the laws of the State of California. It constitutes the entire AGREEMENT between the parties regarding its subject matter. If any provision in this AGREEMENT is held by any court to be invalid, void, or unenforceable, the remaining provisions shall, nevertheless, continue in full force. 32 Section 7, Item 7E
FRESNO

ECONOMIC OPPORTUNITIES COMMISSION

FOOD SERVICE AGREEMENT
11 Certificate of Insurance. A certificate of insurance will be provided upon request.

12. Examination of Records. Fresno EOC will make records available for review upon request by CUSTOMER and the State of California for any monies spent. Records are proprietary and will be considered confidential and only used as support for the terms of this AGREEMENT.

A provision that the Department and the Department of Health, Education and Welfare shall have the right to inspect or reproduce all books and records of the subcontractor as they relate to the provision of goods and services under the terms of the subcontract. Such books and records shall be available for inspection or reproduction at all reasonable times at the subcontractor’s place of business for a term of at least four years from the effective date of the subcontract. In addition to the above, the Department of Health Services and the Department of Health and Human Services have the right to inspect or reproduce all books and records at the subcontractor’s place of business.

A provision requiring the subcontractors upon written request, to furnish financial reports relating to the provision of services under the subcontract and the payment therefor to the adult day health center and to the Department in such form and at such times as required by the adult day health care provider to fulfill its obligations for financial reporting to the Department.

EXECUTED AS OF THIS ____________DAY OF_________________, 2026.

Fresno Economic Opportunities Commission City of Fowler Name: Name: Michael Reid
Signature: Signature:

Title: Title: City Manager
Date:

APPROVED AS TO FORM:

Roy Santos, City Attorney

ATTEST:

Angela Vasquez, City Clerk

Date:
33 Section 7, Item 7E
EXHIBIT A: PROPOSED LUNCH
Monday Tuesday Wednesday Thursday Friday
1 Breaded Chicken
Drumstick 1 ea.

WG Wild Rice 1/2 c.
**Calif. Mix Veg. 1/2c.

Pineapple Tidbits 1/2c.

Jello 3.5 oz. ea.
1/2pt 1% White Milk 1ea.
2 Hamburger on Bun
Beef Patty 1 ea.

WG Hamburger Bun 1 ea.

Cheese 1 sl.

Tomato, Lettuce, Onion
1 ea.

Carrots & Raisin Salad ½c.
*Orange, Fresh 1 ea.
1/2pt 1% White Milk 1ea.
3 **Lentil Spinach
Soup 1 c.

WWDinner Roll 1 ea.
+Hi C Salad 1 Cup
Diced Peaches 1/2c.

Vanilla Pudding 3.5 oz.
ea.
1/2pt FF Chocolate Milk
1ea.
6 Sweet & Sour Meatball 3
ea.

Brown Rice ½ c.
**Peas & Carrots 1/2c.
+Mandarin Oranges 1/2c
1/2pt 1% White Milk 1ea.
7 WGBrd.Fish 1ea
WG Quinoa 1/2 c.
*Brussel Sprouts 1/2c.
+Cantaloupe
Chunks 1/2 cup
1/2pt 1% White Milk 1ea.
8 Beef Meetloaf w/grv 1ea.

WWDinner Roll 1 ea.
+Hi C Salad 1 Cup
**Apricots 1/2c.

Chocolate Pudding 3.5 oz ea.
1/2pt 1% White Milk 1ea.
9 Ranch Beans 1/2c.

Shred. Cheese 1/2 oz.

WG Wild Rice 1/2 c.

Italian Veg.1/2c.
*Orange, Fresh 1 ea.
1/2pt 1% White Milk 1ea.
10 Chicken Enchilada 6 oz.
*Zucchini ½ c.

Mixed Fruit 1/2c.

Jello 3.5 oz. ea.
1/2pt FF Chocolate Milk
1ea.
13 Beef Patty 1ea
w/grv 1oz.

WG Egg Noodle 1/2c.
*Brussel Sprouts 1/2c.

Pineapple Tidbits 1/2c.
1/2pt 1% White Milk 1ea.
14 WG 6" Flour Tortilla 1ea
Chick. Fajita Strips 3oz
Corn saute w/ pepper &
onions 1/2c.
+Mandarin Oranges 1/2c
1/2pt 1% White Milk 1ea.
15 BBQ Pork Rib-B-Q Sand.

On Whole Wheat
Bun 1 ea.
+Coleslaw 3/4 c.

Diced Peaches 1/2c.

Jello 3.5 oz. ea.
1/2pt 1% White Milk 1ea.
16 Beef SalisburySteak1ea
with gravy 1 oz
WWDinner Roll 1 ea.
*Herb Mashed Potato 1/2c.
+Hi C Salad 1 Cup
Diced Pears 1/2c.
1/2pt 1% White Milk 1ea.
17 Orange Chicken 3.6 oz.
#10 scoop
WG Wild Rice 1/2 c.
*Broccoli 1/2c.
**Apricots 1/2c.

Vanilla Pudding 3.5 oz.
ea.
1/2pt FF Chocolate Milk
1ea.
20 Swiss Bf.Patty1ea
WWDinner Roll 1 ea.

Italian Veg.1/2c.
+Mandarin Oranges 1/2c
1/2pt 1% White Milk 1ea.
21 Tandoori
Chicken Thigh 1 ea.

Rice, Black 1/2 c.
**Calif. Mix Veg. 1/2c.
+Cantaloupe
Chunks 1/2 cup
1/2pt 1% White Milk 1ea.
22 Frankfurter 1ea
on WG Hot Dog Bun 1 ea.

Mustard 1 ea.

Ketchup 1 ea.
*Broccoli Salad 1/2c.

Diced Peaches 1/2c.

Chocolate Pudding 3.5 oz.
ea.
1/2pt 1% White Milk 1ea.
23 WG Spaghetti w/ Turkey
meatsauce ¾ c.
+Hi C Salad 1 Cup
*Orange, Fresh 1 ea.
1/2pt 1% White Milk 1ea.
24 WGBrd.Fish 1ea
WG Quinoa 1/2 c.
*Brussel Sprouts 1/2c.
**Apricots 1/2c.

Jello 3.5 oz. ea.
1/2pt FF Chocolate Milk
1ea.
27 Pork Rib-B-Q1ea
w/ gravy 1 oz.

WG Egg Noodle 1/2c.

Corn saute w/ pepper &
onions 1/2c.
+Mandarin Oranges 1/2c
1/2pt 1% White Milk 1ea.
28 *Beef Broccoli 6oz
Rice, Black 1/2 c.
**Sweet Potato Cut 1/2c.

Mixed Fruit 1/2c.
1/2pt 1% White Milk 1ea.
29 Build Your Own
Burrito
WG 6" Flour Tortilla 1ea
Beef Barbacoa,Shred 3oz.
w/pep.&onion4oz. ea.

Shred. Cheese 1/2 oz.
+Cabbage and
Cilantro 1/2c
Tropical Fruit 1/2c.

Jello 3.5 oz. ea.
1/2pt 1% White Milk 1ea.
30 Sandwich,Tuna Sld.1/2c.
on WW Bread 2 sl.
**Minestrone Soup 6oz.
*Orange, Fresh 1 ea.
1/2pt 1% White Milk 1ea.
31 Chick. Breast w/roasted
mushroom sauce 2 oz.

WG Barley 1/2 c.
*Brussel Sprouts 1/2c.

Diced Pears 1/2c.

Vanilla Pudding 3.5 oz.
ea.
1/2pt FF Chocolate Milk
1ea.
34 Section 7, Item 7E

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A : NAIC #
NAME: CONTACT
(A/C, No): FAX
E-MAIL ADDRESS:

PRODUCER
(A/C, No, Ext): PHONE

INSURED
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

OTHER:
(Per accident)
(Ea accident)
$
$
N / A

SUBR WVDADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $
$
$
$ PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person) COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOS ONLY AUTOS NON-OWNED OWNED SCHEDULED

ANY AUTO

AUTOMOBILE LIABILITY

Y / N WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED?
(Mandatory in NH) DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEEE.L. EACH ACCIDENT EROTH- STATUTE PER
(MM/DD/YYYY) LIMITS POLICY EXP(MM/DD/YYYY) POLICY EFFLTR TYPE OF INSURANCE POLICY NUMBER INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB EACH OCCURRENCE $ AGGREGATE $
$
OCCUR
CLAIMS-MADE DED RETENTION $
PRODUCTS - COMP/OP AGG $ GENERAL AGGREGATE $ PERSONAL & ADV INJURY $ MED EXP (Any one person) $
EACH OCCURRENCE $ DAMAGE TO RENTED
PREMISES (Ea occurrence) $ COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC

CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY)

CANCELLATION

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION. All rights reserved.

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
7/2/2026
Heffernan Insurance Brokers
1350 Carlback Avenue
Walnut Creek, CA 94596
Walnut Creek AMS Team 925-934-8500 925-934-8278 [email protected] Accident Fund Insurance Company of America 10166 FRESCOU-02 Nonprofits Insurance Alliance of California 11845 Fresno County Economic Opportunities Commission
dba Fresno Economic Opportunities Commission
1920 Mariposa Mall Suite 330
Fresno, CA 93721
Houston Casualty Company 42374 Hartford Fire Insurance Company 19682 948682520 B X 1,000,000 X 500,000 20,000 1,000,000 3,000,000 X
Y Y 01-CP-0028175-01-16 7/1/2026 7/1/2027
3,000,000
B 1,000,000 X
X X
01-CP-0028175-01-16 7/1/2026 7/1/2027
COMP DED/COLL DED 1,000/$1,000
B X X
01-UB-0028175-01-16 7/1/2026 7/1/2027
2,000,000 2,000,000
A 1400024888 1/1/2026 1/1/2027
X
1,000,000 1,000,000 1,000,000
C
B
D
CYBER
SOCIAL SERVICE PROF LIA-no retro

CRIME/EMPLOYEE DISHONESTY
H26NGP209003-06
01-CP-0028175-01-16
57 FA 0271152-26
7/1/2026
7/1/2026
7/1/2026
7/1/2027
7/1/2027
7/1/2027

PER CLAIM/DEDUCTIBLE

EACH OCCUR/AGGREGATE

LIMIT/DEDUCTIBLE
$1M/$25K
$1M/$1M
$2.5M/$10k
Re: Food Services City of Fowler Meals. City of Fowler, its officers, officials, employees, agents, and volunteers, any insurance or self-insurance maintained by the City, its officers, officials, employees, agents or volunteers are included as an additional insured (primary and non-contributory) on General Liability policy per the attached endorsement, if required. The Umbrella Liability underlying policies are General Liability and Automobile Liability policies subject to policy endorsements and exclusions. Primary and non-contributory is included on Umbrella Liability policy per the attached endorsement, if required. Waiver of Subrogation is included on General Liability policy per the attached endorsements, if required. Cancellation notice endorsement for the Workers Compensation policy is attached, if required. The Cancellation notice endorsements have been requested for General Liability and Automobile Liability policies from the insurance companies and if approved will be forwarded when received.

City of Fowler
128 South Fifth Street
Fowler, CA 93625
35 Section 7, Item 7E
NIA-026B GL 01 25 Includes copyrighted material of Insurance Services Office, Inc. with its permission.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

WAIVER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS (WAIVER OF SUBROGATION)
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE FORM

SCHEDULE
Any person or organization as required under a written contract or agreement currently in effect, or becoming effective during the term of this policy
Where you are so required in a written contract or agreement currently in effect or becoming effective during the term of this policy, we waive any right of recovery we may have against that person or organization, who may be named in the schedule above, because of payments we make for injury or damage. 36 Section 7, Item 7E
UMB 233 04 18 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

PRIMARY AND NON-CONTRIBUTORY INSURANCE
This endorsement modifies the insurance provided under the following:

COMMERCIAL UMBRELLA LIABILITY POLICY
Condition J. Other Insurance is replaced in its entirety with the following:

J. Other Insurance
Where you have so agreed in a written contract or agreement, this insurance is primary and non-contributory to any insurance issued to the City of Fresno as a Named Insured. Subject to the provisions set forth below, this insurance will be excess to any other insurance pursuant to which the City of Fresno is an additional insured covering liability for damages arising out of premises, operations or completed operations to which this insurance also applies.

If this insurance is excess, we will not make any payments until the other insurance has been used up. This condition shall not apply if the other insurance is specifically written to be excess over this policy. Except to the extent stated in this policy, this insurance is not subject to the terms, conditions or limitations of any other insurance.

Policy Number: 01-UB-0028175-01-16
37 Section 7, Item 7E
POLICY NUMBER: 01-CP-0028175-01-16 COMMERCIAL GENERAL LIABILITY CG 20 26 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

CG 20 26 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 ADDITIONAL INSURED – DESIGNATED

PERSON OR ORGANIZATION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s) Or Organization(s):

Any person or organization that you are required to add as an additional insured on this policy, under a written contract or agreement currently in effect or becoming effective during the term of this policy. The additional insured status will not be afforded with respect to liability arising out of or related to your activities as a real estate manager for that person or organization.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"
caused, in whole or in part, by your acts or
omissions or the acts or omissions of those acting
on your behalf:

1. In the performance of your ongoing operations;
or

2. In connection with your premises owned by or
rented to you.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to provide
for such additional insured.

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the applicable
limits of insurance.
38 Section 7, Item 7E
3ROLF\1XPEHU
&36
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED

PRIMARY AND NON-CONTRIBUTORY

ENDORSEMENT FOR PUBLIC ENTITIES
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name of Person or Organization:

A.

C. With respect to the insurance provided to the additional insured(s), Condition 4. Other Insurance of SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS is replaced by the following:

Section II – WHO IS AN INSURED is amended to include:

4. Any public entity as an additional insured, and the officers, officials, employees, agents and/or volunteers of that public entity, as applicable, who may be named in the Schedule above, when you have agreed in a written contract or written agreement presently in effect or becoming effective during the term of this policy, that such public entity and/or its officers, officials, employees, agents and/or volunteers be added as an additional insured(s) on your policy, but only with respect to liability for “bodily injury”, “property damage” or “personal and advertising injury” caused, in whole or in part, by:
a. Your negligent acts or omissions; or
b. The negligent acts or omissions of those acting on your behalf; in the performance of your ongoing operations.

No such public entity or individual is an additional insured for liability arising out of the sole negligence by that public entity or its designated individuals. The additional insured status will not be afforded with respect to liability arising out of or related to your activities as a real estate manager for that person or organization.

B. Section III – LIMITS OF INSURANCE is amended to include:

8. The limits of insurance applicable to the public entity and applicable individuals identified as an additional insured(s) pursuant to Provision A.4. above, are those specified in the written contract between you and that public entity, or the limits available under this policy, whichever are less. These limits are part of and not in addition to the limits of insurance under this policy.

4. Other Insurance
a. Primary Insurance
This insurance is primary if you have agreed in a written contract or written agreement:
(1) That this insurance be primary. If other insurance is also primary, we will share with all that other insurance as described in c. below; or
NIAC-E61 02 19 Page 1 of 2 39
Section 7, Item 7E
3ROLF\1XPEHU
&3
6
Paragraphs (1) and (2) do not apply to other insurance to which the additional insured(s) has been added as an additional insured or to other insurance described in paragraph b. below. b. Excess Insurance
This insurance is excess over:

1. Any of the other insurance, whether primary, excess, contingent or on any other basis:
(a) That is Fire, Extended Coverage, Builder’s Risk, Installation Risk or similar coverage for "your work";
(b) That is fire, lightning, or explosion insurance for premises rented to you or temporarily occupied by you with permission of the owner;
(c) That is insurance purchased by you to cover your liability as a tenant for "property damage" to premises temporarily occupied by you with permission of the owner; or (d) If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of SECTION I – COVERAGE A – BODILY INJURY AND PROPERTY DAMAGE.
(e)
(1) When this insurance is excess, we will have no duty under Coverages A or B to defend the additional insured(s) against any "suit" if any other insurer has a duty to defend the additional insured(s) against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the additional insured(s)’ rights against all those other insurers. (2) When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of:
(3) We will share the remaining loss, if any, with any other insurance that is not described in this Excess Insurance provision and was not bought specifically to apply in excess of the Limits of Insurance shown in the Declarations of this Coverage Part. (a) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and
(b) The total of all deductible and self-insured amounts under all that other insurance. c. Methods of Sharing
If all of the other insurance available to the additional insured(s) permits contribution by equal shares, we will follow this method also. Under this approach each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first.

If any other the other insurance available to the additional insured(s) does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer’s share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers.

Any other insurance available to an additional insured(s) under this Endorsement covering liability for damages which are subject to this endorsement and for which the additional insured(s) has been added as an additional insured by that other insurance. (2) The coverage afforded by this insurance is primary and non-contributory with the additional insured(s)’ own insurance.

NIAC-E61 02 19 Page 2 of 2 40
Section 7, Item 7E
41 Section 7, Item 7E

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 18, 2026
FROM: NANCY BANDA, Finance Director and Treasurer
SUBJECT: RECEIVE AND FILE the Cash and Investment Report for the Fourth Quarter ending June 30, 2026.
i. No Council action is required. This item is presented for informational purposes.

EXECUTIVE SUMMARY
The City earned $183,424.79 of interest income in the fourth quarter of Fiscal Year 2025-2026.

BACKGROUND
The Cash and Investment Report provides a detailed financial summary of the City’s cash and investments. Cash balances are invested in United Security Bank, Local Area Investment Fund (LAIF), California Asset Management Program (CAMP) Joint Powers Authority Pool, and California Cooperative Liquid Assets Securities System (California CLASS).

To ensure proper internal controls a dual approval procedure is required for any withdrawals or transfers from these accounts.

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
Interest income on City investments supports the implementation of the entire General Plan including its goals, policies, and action items.

FISCAL IMPACT
Interest earned is allocated monthly for CAMP and California CLASS. As for LAIF and United Security Bank, the interest earned is allocated on a quarterly basis. 42 Section 7, Item 7F

PROCUREMENT PROCESS
No procurement is associated with this action.

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

Attachments
- Cash & Investment Report Fourth Quarter ending June 30, 2026. 43 Section 7, Item 7F
44 Section 7, Item 7F

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 18, 2026
FROM: WYATT CZESHINSKI, Assistant City Planner
SUBJECT: CONSIDER the following:
i. The introduction and waiver of the first reading by title only of Ordinance No. 2026-06, prezoning Assessor’s
Parcel Number 345-100-08S to the R-1-6 zone
district, with an R-3 implementing zone district
designation;
ii. Resolution No. 2853, adopting a Mitigated Negative
Declaration pursuant to CEQA Guidelines Sections
15070-15075, and amending the General Plan land
use designation of Assessor’s Parcel Number 345-
100-08S to Medium Low Density Residential; and
iii. Initiating annexation of Assessor’s Parcel Number
345-100-08S.

Staff Recommendation: Introduce and waive the first reading by title only of Ordinance No. 2026-06, open the public hearing, close the public hearing, and adopt Resolution No. 2853

EXECUTIVE SUMMARY
Planning Project No. 25-30 consists of an application which includes Vesting Tentative Subdivision Map No. 6519, a General Plan Amendment, a request to prezone the subject property, and a request to annex the prezoned property to the City of Fowler. The Project is consistent with the goals and policies of the City’s General Plan.

BACKGROUND
Yamabe & Horn Engineering, on behalf Joseph Crown and Crown Homes (“Applicant”), has proposed to subdivide an approximately 39.93-acre parcel into a single-family residential subdivision, comprising 183 lots, an 90,300 square foot (“sqft”) park space, and landscaping areas, including paseos and a trail (“Project”). The subject property is located at the northwest corner of East Parlier Avenue and South Sunnyside Avenue (APN 345-100-08S), is designated as Low Density Residential (“LDR”) by the City’s General Plan and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno (“Project site”). As a part of the Project, the Applicant has proposed a General Plan Amendment to amend the site’s General Plan land use 45 Section 9, Item A
designation to Medium Low Density Residential (“MLDR”). Additionally, the Project site would be annexed to the City of Fowler and prezoned R-1-6, with an implementing zone district of R3, consistent with the proposed MLDR land use designation. The Project site contains two primary structures, with accessory structures located near to the primary structures, and has previously been used to grow vineyards. Any existing structures and trees 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, amend the land use, 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.

The Planning Commission reviewed the Project at its July 9, 2026, special meeting and voted to recommend that the City Council deny the requested General Plan Amendment because the proposed subdivision was inconsistent with the intent of the General Plan as it would result in a development pattern characterized by lot sizes smaller than those which would be allowed to be developed under the Low Density Residential land use designation. As proposed, the remainder of the Project is dependent on the approval of the General Plan Amendment.

The Project was scheduled to be considered by the City Council on August 4, 2026, however the item was continued to the August 18, 2026, City Council meeting due to a lack of quorum.

ANALYSIS
General Plan Conformity
As discussed above, the Project site is designated LDR by the City’s General Plan land use diagram. The Applicant has proposed a General Plan Amendment of the site to MLDR, and annexation of the site to the City of Fowler, requiring that the site be prezoned. The proposed prezoning designation is a mapping designation of R-1-6, 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 4.58 dwelling units per acre, the proposed Project would also be developed within the density range required by the General Plan subsequent to approval of the proposed General Plan Amendment.

Public Infrastructure
The Project would have points of access on East Parlier Avenue (2) and on South Sunnyside Avenue (2). Upon annexation into the City, East Parlier Avenue would become West Parlier Avenue. Existing water and sewer infrastructure is present within the residential development to the north of the Project site. The Project would not require substantial expansion of utility services beyond localized extensions to serve the site. The interior of the subdivision would provide outlots dedicated for open space and landscaping 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 West Parlier Avenue and South Sunnyside Avenue frontages to City standards for a major collector street. The Consolidated Irrigation District (CID) canal existing on the northeastern portion of the site is proposed to be undergrounded, which will be realigned along the eastern boundary of the project (South Sunnyside Avenue) and the northern boundary 46 Section 9, Item A
(Randy Avenue) within Outlot A. The relocated alignment would be located within a 45 foot wide easement dedicated to CID and be provided adequate access for maintenance and service vehicles.

Traffic Study
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 Sumner Avenue/Merced Street and Highway 99 southbound off-ramp and Merced Street and Highway 99 northbound on- and off-ramps (see Attachment 6). The recommended future mitigation for these two intersections is to construct a roundabout for each intersection. According to the Project’s traffic study, the Project’s equitable fair share percentage is 14.3% (southbound) and 11% (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 91.5 to 109.8 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 183 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 Vesting Tentative Subdivision Map includes 183 single family residential lots, ranging from 5,000 sqft to 13,459 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 2.00 acres of open space within proposed subdivision. The Project would include approximately 2.07 acres of usable open space located along the northeastern boundary of the subdivision in the form of a park and along the northern half of the Project’s South Sunnyside Avenue street frontage as a trail alignment. The proposed park space, plus the trail alignment 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.
47 Section 9, Item A
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 the creation of jurisdictional islands. The Project site is currently contiguous to the Fowler city limits to the north and a portion of the Project site to the east.

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

General Plan Amendment Findings (Fowler Zoning Ordinance Section 9.45.070) Prior to approving a General Plan Amendment, the Approval Authority shall make all the following findings:

1. The amendment is consistent with the intent of the General Plan vision statement and supporting principles, goals, and policies.

The proposed General Plan Amendment is consistent with the overall intent of the City’s General Plan and is consistent with General Plan Goals LU-1, LU-2, MOB-1, and General Plan Policies LU-3, LU-8, CDES-26, CDES-27, OS-3, OS-4, OS-7, and OS-20.

2. The amendment prescribes reasonable controls and standards for affected land uses to ensure compatibility and integrity of those uses with other established uses.

The proposed General Plan Amendment would change the land use designation of the Project site from LDR to MLDR, allowing for a modest increase in density while maintaining compatibility with surrounding development. The Project site is located in an area characterized by residential development and is contiguous to other land designated as MLDR to the north and east. The proposed amendment would keep the site consistent with the established land use patterns and ensure compatibility with other existing and planned uses.

Upon annexation into the City, the site would be prezoned consistent with the underlying General Plan land use designation at that time. Prezoning the property consistent with the underlying land use designation would ensure that future development occurs in accordance with applicable zoning standards.

3. The amendment provides for the protection of the general health, safety, and/or welfare of the community.

The proposed General Plan Amendment promotes the general health, safety, and welfare of the community by facilitating orderly and planned residential development within an area that can be adequately served by existing and planned public infrastructure and services. The amendment allows for a modest increase in residential density while ensuring that development remains consistent with established land use 48 Section 9, Item A
patterns and applicable City standards. While the site’s density would be increased through approval of the proposed amendment, adequate water and sewer capacity exists to serve the proposed Project.

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, as proposed to be amended.

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 amended, and would ensure that development complies with the applicable density and development standards. 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 proposed 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 includes a General Plan Amendment to change the land use designation from LDR to MLDR, along with prezoning of the site consistent with the proposed land use designation. The prezoning of the site would establish development standards that allow for reasonable use of the property while ensuring that future development is regulated in a manner consistent with the City’s Zoning Ordinance.

An Initial Study was prepared to evaluate the potential effects of the Project on the environment and, on this basis, determined that the Project would not have any significant adverse effects on the environment with incorporation of recommended mitigation. Accordingly, a Mitigated Negative Declaration has been prepared in accordance with CEQA Guidelines Sections 15070-15075, attached to Resolution No. 2853 as “Exhibit A”. Development of the site will be subject to the mitigation measures identified in the Mitigation Monitoring and Reporting Program (MMRP) included within the Mitigated Negative Declaration, which ensures that potential impacts to sensitive land uses and species are mitigated to a less than significant level.

4. The Zoning Code or Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.
49 Section 9, Item A
The Project proposes to prezone the Project site consistent with the proposed land use designation for the site. Prezoning the site in this manner will ensure that development standards are required consistent with the type of development anticipated for the site.

Implementation and enforcement of these standards will help ensure that development occurs in a safe and orderly manner, protecting the general health, safety, and welfare of the community.

PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on July 24, 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 includes a General Plan Amendment to amend the site’s land use designation from LDR to MLDR. An Initial Study was prepared to evaluate the effects and, on this basis, determined that the Project would not have significant adverse effects on the environment with incorporation of recommended mitigation. Accordingly, a Mitigated Negative Declaration has been prepared in accordance with CEQA Guidelines Sections 15070-15075, attached to Resolution No. 2853 as “Exhibit B”.

The City received two comment letters during the public review period for the Mitigated Negative Declaration – one from the California Department of Toxic Substances Control and one from the San Joaquin Valley Air Pollution Control District. In response to the letter from the Air District, the City performed a health risk assessment for the project, finding that no significant impacts would result from the Project. A response to comments has been prepared and is attached to Resolution No. 2853 as “Exhibit C”. No changes to the Mitigated Negative Declaration as a result of the two comment letters were deemed necessary.

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.
50 Section 9, Item A
General Plan Policy LU-3
For a plan amendment and/or rezoning request, the City may require submittal of supplemental information to determine the need for the plan amendment or rezoning.

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-7
When siting park space within a subdivision project, it should be located with an emphasis on equitable distribution within the overall project site and consistent with the access standards identified in Table 8-1. When a park space is not sited accordingly, neighborhood trails shall be integrated into the project design to ensure adequate access to the park space from areas beyond the limits of the project is provided.

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.

FISCAL IMPACT
The Project 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.
51 Section 9, Item A

PROCUREMENT PROCESS
No procurement is associated with this action.

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

Attachments
- Attachment 1: Regional Vicinity Map
- Attachment 2: Aerial Map
- Attachment 3: Proposed General Plan Land Use Map
- Attachment 4: Zoning Map
- Attachment 5: Tentative Subdivision Map No. 6519
- Attachment 6: Traffic Study
- Attachment 7: Ordinance No. 2026-06
- Attachment 8: Resolution No. 2853 (Approval), Exhibit A (Aerial Map), Exhibit B (Initial Study and Mitigated Negative Declaration), and Exhibit C (Response to Comments) - Attachment 9: Resolution No. 2853 (Denial)
52 Section 9, Item A
Attachment 1: Regional Vicinity Map
53 Section 9, Item A
Attachment 2: Aerial Map
54 Section 9, Item A
Attachment 3: Proposed General Plan Land Use Map
55 Section 9, Item A
Attachment 4: Zoning Map
56 Section 9, Item A
Attachment 5: Tentative Subdivision Map No. 6519
57 Section 9, Item A
`
TRACT 6519
On the Northwest Quadrant of
Sunnyside Avenue and Parlier Avenue in the
City of Fowler, California

TRAFFIC IMPACT ANALYSIS
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
May 27, 2026
Attachment 6
58 Section , Item A
`
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx

Traffic Impact Analysis
For Tract 6519 residential development located on the Northwest Quadrant of Sunnyside Avenue and Parlier Avenue.

In the City of Fowler, CA
May 27, 2026
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
59 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 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 6

5.0 Existing Conditions Scenario ......................................................................... Page 7

5.1 Existing Roadway Network .......................................................................... Page 7

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

5.3 Existing Traffic Counts ................................................................................. Page 8

5.4 Existing Conditions Analysis Results ........................................................... Page 8

6.0 Existing Plus Project Scenario ....................................................................... Page 10

6.1 Transit Routes, Walkways and Bikeways Analysis ...................................... Page 10

6.2 Project Trip Generation ................................................................................ Page 10

6.3 Existing Plus Project Analysis Results .......................................................... Page 11

7.0 Near Term Plus Pending/Approved Projects Scenario.................................. Page 13

7.1 Near Term Pending/Approved Project Trip Generation................................. Page 13

7.2 Near Term Plus Pending/Approved Project Analysis Results........................ Page 14

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

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

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

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

10.0 Queuing Analysis ........................................................................................... Page 20

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

12.0 Conclusions and Recommendations............................................................ Page 23

13.0 References...................................................................................................... Page 25 60 Section , Item A
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List of Tables
Table I – Level of Service Criteria for Unsignalized Intersections ............................. Page 5 Table 2 – Level of Service Criteria for Signalized Intersections ................................ Page 6 Table 3 – SHS Collisions.......................................................................................... Page 8 Table 4 – Existing Conditions LOS........................................................................... Page 9 Table 5 – Project Trip Generation............................................................................. Page 11 Table 6 – Existing Plus Project LOS......................................................................... Page 12 Table 7 – Approved and Pending Projects Trip Generation...................................... Page 13 Table 8 – Near Term Intersection LOS..................................................................... Page 15 Table 9 – Near Term Mitigation Intersection LOS..................................................... Page 15 Table 10 – Year 2046 No Project LOS ..................................................................... Page 17 Table 11 – Year 2046 No Project Mitigation LOS ..................................................... Page 17 Table 12 – Cumulative Year 2046 Plus Project LOS ................................................ Page 19 Table 13 – Cumulative Year 2046 Plus Project Mitigation LOS ................................ Page 19 Table 14 – Queuing Results..................................................................................... Page 20 Table 15 – Queuing Results (Continued).................................................................. Page 21 Table 16 – 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
61 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 1

1.0 INTRODUCTION AND EXECUTIVE SUMMARY
This Traffic Impact Analysis (TIA) was prepared to assess the traffic impacts of the proposed Tract 6519 residential development (Project) located on the Northwest Quadrant of Sunnyside Avenue and Parlier Avenue in the City of Fowler. The Project consists of two phases with Phase 1 developing 96 single family residential units and Phase 2 developing 87 single family residential units for a total of 183 single family residential units. For the purposes of this TIA, the Project will be studied at full build out (Phase 1 plus Phase 2). Based on the information provided to YH, the Project land use will need to be rezoned from low density residential to medium low density residential as well as require City annexation. 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 staff. Correspondence and approved scoping can be found in Appendix B. The scope of work identified the following intersection(s) to be studied for potential traffic impacts:

1. Clovis Avenue and Parlier Avenue

2. Parlier Avenue and Sunnyside Avenue

3. Parlier Avenue and Fowler Avenue

4. Sunnyside Avenue and South Avenue

5. South Avenue and Fowler Avenue

6. Sunnyside Avenue and Sumner Avenue

7. Sumner Avenue/ Merced Street and Highway 99 SB Off-Ramp

8. Merced Street and Highway 99 NB Ramps

9. Fowler Avenue and Fresno Street

10. Fowler Avenue and Highway 99 SB On-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. • Intersection 7: Merced Street and Highway 99 SB off Ramp and Intersection 8: Merced Street and Highway 99 NB On and Off Ramps currently operate at LOS C and LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Existing Plus Project
• Considering only existing plus Project volumes, all study intersections are projected to operate within acceptable LOS under this scenario.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp will operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Intersection 8: Merced Street and Highway 99 NB On and Off Ramps will operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 62 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 2 Near Term Build Out (Plus Project plus Pending/Approved) Projects • All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8 once pending and approved projects are added to the Existing plus Project traffic volume.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp is projected to 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 B in the PM peak hour.
o Mitigation Option 2: Signalizing the intersection with the following will improve the LOS to C in the AM and PM peak hours:
▪ Add a channelized 100’ right turn pocket to the Highway 99 SB Off Ramp. ▪ Adding a 100’ right turn pocket to northeast approach of Merced Street. ▪ Add a 100’ left turn pocket to the northwest approach of Fowler Avenue. ▪ Extend the storage of the left turn lane for the southwest bound approach of Merced Street.
• Intersection 8: Merced Street and Highway 99 NB On and Off Ramps is projected to operate at LOS E 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 B in the PM peak hour.

Year 2046 No Project
• All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8.
• All study intersections operates within acceptable LOS under this scenario, except Intersections 7 & 8 in the AM peak hour.
• Intersection 7: 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 C in the AM peak hour and B in the PM peak hour.
• Intersection 8: 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 B in the PM peak hour.

Cumulative Year 2046 Plus Project
• All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp is projected to operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. 63 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 3 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 B in the PM peak hour.
• Intersection 8: Merced Street and Highway 99 NB On and Off Ramps is projected to 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 B 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 all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 200’ 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 16 of this TIA for future improvements/mitigations 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 staff. Correspondence and approved scoping can be found in 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. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project are also included in this 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 Parlier Avenue

2. Parlier Avenue and Sunnyside Avenue

3. Parlier Avenue and Fowler Avenue

4. Sunnyside Avenue and South Avenue

5. South Avenue and Fowler Avenue

6. Sunnyside Avenue and Sumner Avenue

7. Sumner Avenue/ Merced Street and Highway 99 SB Off-Ramp

8. Merced Street and Highway 99 NB Ramps

9. Fowler Avenue and Fresno Street

10. Fowler Avenue and Highway 99 SB On-Ramp
64 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 4 Scenarios to be Analyzed are as follows:

1. Existing Conditions

2. Existing Plus Project Conditions

3. Near Term Build Out (Project Plus Pending and Approved Projects)

4. Year 2046 No Project

5. Cumulative Year 2046 Plus Project
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. 65 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 5 Table 1: Level of Service Criteria for Unsignalized Intersections Source: Highway Capacity Manual 7th Edition
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
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
66 Section , Item A
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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 ‘the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. 67 Section , Item A
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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.

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.

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

Parlier Avenue: two-lane undivided local roadway running east and west between Sunnyside Avenue and Fowler Avenue.

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.

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.

Sunnyside Avenue: two-lane local roadway running north and south. Portions of Sunnyside Avenue north of Sumner Avenue toward the Highway 99 and from Maple Avenue to Randy Avenue along/ adjacent more recent residential developments have been widened to a two-lane (with a two way left turn lane) modified collector street. North of Sumner Avenue and south of South Avenue have bike lanes with the widening of the road to a modified collector street section.

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

5.2 SAFETY ANALYSIS OF STATE HIGHWAY FACILITIES
A safety analysis was performed for SHS study intersections. Yamabe and Horn requested collision data from Caltrans. Table 3 summarizes the collision data. All study intersections actual fatal collisions rates and actual total collisions rates that are below the average rates for similar facilities statewide.
68 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 8 Table 3: 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

5.3 EXISTING TRAFFIC COUNTS
Existing traffic counts were taken midweek 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. 5.4 EXISTING CONDITIONS ANALYSIS RESULTS
The results of the existing conditions analysis are summarized in Table 4 and shown in Figure 5.

Under this scenario:
• All study intersections currently operate within acceptable LOS. • Intersection 7: Merced Street and Highway 99 SB off Ramp and Intersection 8: Merced Street and Highway 99 NB On and Off Ramps currently operate at LOS C & D during the AM peak hour and PM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
69 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 9 Table 4: Existing Conditions LOS
Node Intersection Peak
Hour
Existing
Delay
(s) LOS
1 Clovis Ave & Parlier Ave AM 11.0 B
PM 10.0 A
2 Parlier Ave & Sunnyside Ave AM 8.6 A
PM 8.5 A
3 Fowler Ave & Parlier Ave AM 9.7 A
PM 12.9 B
4 Sunnyside Ave & South Ave AM 9.8 A
PM 10.5 B
5 Fowler Ave & South Ave AM 13.3 B
PM 12.5 B
6 Sunnyside Ave & Sumner Ave AM 10.6 B
PM 10.9 B
7 Sumner Ave & HWY 99 SB Off Ramp AM 22.9 C
PM 15.1 C
8 Merced St & HWY 99 NB On/Off
Ramps
AM 26.0 D
PM 17.4 C
9 Fresno St & Fowler Ave AM 15.2 C
PM 13.9 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.1 B
PM 10.9 B
70 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 10

6.0 EXISTING PLUS PROJECT SCENARIO
The Project will develop 183 single family residential units. Figure 1 shows the latest Project Site Plan. Access to and from the Project site for construction will be provided at 4 locations. Two access points are located along the east side of the site on Sunnyside Avenue approximately 550 feet south of Randy Avenue and approximately 340 feet north of Parlier Avenue. The remaining two access points are located along the south side of the site on Parlier Avenue approximately 550 feet and 1,650 feet west of Parlier 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 a trail extension from Randy Avenue and Tract 5952 just north of this project to the first project site entry. Talks of a high visibility crosswalk for future trail connectivity which helps meet state and federal agendas and mandates promoting balanced motorized/ nonmotorized uses, public health, and general equitable pedestrian access or connectivity between parks and areas of recreation.

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 north side of Parlier 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 TRIP GENERATION
Table 5 presents the project trip generation for Phase 1 and Phase 2 of the Project. Phase 1 will generate approximately 905 total daily weekday trips, 68 AM peak hour trips, and 87 PM peak hour trips. Phase 2 will generate approximately 821 total daily weekday trips, 61 AM peak hour trips, and 82 PM peak hour trips. This will result in a total of 1,726 daily weekday trips, 129 AM peak hour, and 173 PM peak hour trips. Figure 6 and Figure 7 show the Project trips and distributions. 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 trip volumes for the study intersections. 71 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 11 Table 5: Project 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 96.00 9.43 905 0.70 17 51 0.94 57 34
SF Detached
Homes
(ITE LU 210)
DU 25 / 75 63 / 37
Phase 2 87.00 9.43 821 0.70 16 45 0.94 52 30
SF Detached
Homes
(ITE LU 210)
DU 25 / 75 63 / 37
TOTAL 1,726 33 96 109 64

6.3 EXISTING PLUS PROJECT ANALYSIS RESULTS
The results of the Existing Plus Project analysis are summarized in Table 6 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 operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 72 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 12 Table 6: Existing Plus Project LOS
Node Intersection Peak
Hour
Plus Project
Delay
(s) LOS
1 Clovis Ave & Parlier Ave AM 11.3 B
PM 10.2 B
2 Parlier Ave & Sunnyside Ave AM 8.7 A
PM 8.7 A
3 Fowler Ave & Parlier Ave AM 9.3 A
PM 13.8 B
4 Sunnyside Ave & South Ave AM 10.3 B
PM 11.3 B
5 Fowler Ave & South Ave AM 13.9 B
PM 13.0 B
6 Sunnyside Ave & Sumner Ave AM 10.9 B
PM 11.5 B
7 Sumner Ave & HWY 99 SB Off Ramp AM 25.9 D
PM 16.4 C
8 Merced St & HWY 99 NB On/Off
Ramps
AM 28.1 D
PM 18.3 C
9 Fresno St & Fowler Ave AM 15.6 C
PM 14.3 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11.0 B
73 Section , Item A
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7.0 NEAR TERM PLUS PENDING/APPROVED PROJECTS SCENARIO
The Near Term Plus Pending/Approved Projects scenario 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 Existing Plus Project traffic volumes.

7.1 NEAR TERM PENDING/APPROVED PROJECTS TRIP GENERATION Table 7 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 3,771 weekday trips, 269 AM peak hour trips, and 358 PM peak hour trips. Figure 10 shows pending and approved project trip distribution and Figure 11 shows the total Near Term Plus Pending/Approved traffic volumes for the study intersections.

Table 7: 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
Tract No. 6520
Single-Family
Detached
Homes
(ITE LU 937)
343-040-26 180.00 9.43 1697 0.70 33 94 0.94 108 62
DU 25 / 75 63 / 37
TOTAL 3,771 68 201 226 132
*Remaining units
74 Section , Item A
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7.2 NEAR TERM PLUS PENDING/APPROVED PROJECT ANALYSIS RESULTS The results of the Near Term Plus Pending/Approved Project analysis are summarized in Table 8 and shown on Figure 12. LOS results of the proposed mitigations are shown in Table 9.

Under this scenario:
• All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp is projected to 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 B in the PM peak hour.
o Mitigation Option 2: Signalizing the intersection with the following will improve the LOS to C in the AM and PM peak hours:
▪ Add a channelized 100’ right turn pocket to the Highway 99 SB Off Ramp. ▪ Adding a 100’ right turn pocket to northeast approach of Merced Street. ▪ Add a 100’ left turn pocket to the northwest approach of Fowler Avenue. ▪ Extend the storage of the left turn lane for the southwest bound approach of Merced Street.
• Intersection 8: Merced Street and Highway 99 NB On and Off Ramps is projected to operate at LOS E 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 B in the PM peak hour.

Please note that it is typically not ideal to have a roundabout located near a traffic signal due to potential queueing into the roundabout. It should also be noted that the satisfaction of a traffic signal warrant shall not in itself require the installation of a traffic signal. 75 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 15 Table 8: Near Term Intersection LOS
Node Intersection Peak
Hour
Plus Project
Delay
(s) LOS
1 Clovis Ave & Parlier Ave AM 11.3 B
PM 10.1 B
2 Parlier Ave & Sunnyside Ave AM 8.7 A
PM 8.7 A
3 Fowler Ave & Parlier Ave AM 9.3 A
PM 13.8 B
4 Sunnyside Ave & South Ave AM 10.6 B
PM 11.6 B
5 Fowler Ave & South Ave AM 14.5 B
PM 13.7 B
6 Sunnyside Ave & Sumner Ave AM 11.6 B
PM 13.0 B
7 Sumner Ave & HWY 99 SB Off
Ramp
AM 37.3 E
PM 21.3 C
8 Merced St & HWY 99 NB On/Off
Ramps
AM 38.9 E
PM 23.4 C
9 Fresno St & Fowler Ave AM 16.1 C
PM 14.8 B
10 Fowler Ave & HWY 99 SB On Ramp AM 15.1 C
PM 11.1 B
Table 9: Near Term Mitigation Intersection LOS
Node Intersection Peak
Hour
Mitigated
Delay
(s) LOS
7 Sumner Ave & HWY 99 SB Off Ramp
(Signalization)
AM 27.0 C
PM 30.4 C
7 Sumner Ave & HWY 99 SB Off Ramp
(Roundabout)
AM 12.9 B
PM 11.0 B
8 Merced St & HWY 99 NB On/Off
Ramps (Roundabout)
AM 13.3 B
PM 10.2 B
76 Section , Item A
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8.0 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 No Project model. Figure 13 presents the total Year 2046 No Project traffic volumes for the study intersections.

8.1 YEAR 2046 NO PROJECT ANALYSIS RESULTS
The results of the Year 2046 No Project analysis are summarized in Table 10 and shown in Figure

14. LOS results of the proposed mitigations are shown in Table 11.

Under this scenario:
• All study intersections operates within acceptable LOS under this scenario, except Intersections 7 & 8 in the AM peak hour.
• Intersection 7: 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 C in the AM peak hour and B in the PM peak hour.
• Intersection 8: 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 B in the PM peak hour.
77 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 17 Table 10: Year 2046 No Project LOS
Node Intersection Peak
Hour
Existing
Delay
(s) LOS
1 Clovis Ave & Parlier Ave AM 11.4 B
PM 10.5 B
2 Parlier Ave & Sunnyside Ave AM 8.6 A
PM 8.5 A
3 Fowler Ave & Parlier Ave AM 10.1 B
PM 13.3 B
4 Sunnyside Ave & South Ave AM 10.1 B
PM 10.8 B
5 Fowler Ave & South Ave AM 15.1 C
PM 13.8 B
6 Sunnyside Ave & Sumner Ave AM 11.6 B
PM 11.7 B
7 Sumner Ave & HWY 99 SB Off
Ramp
AM 72.6 F
PM 21.6 C
8 Merced St & HWY 99 NB On/Off
Ramps
AM 65.4 F
PM 25.6 D
9 Fresno St & Fowler Ave AM 19.1 C
PM 16.0 C
10 Fowler Ave & HWY 99 SB On Ramp AM 12.1 B
PM 11.8 B
Table 11: Year 2046 No Project Mitigation LOS
Node Intersection Peak
Hour
Existing
Delay
(s) LOS
7 Sumner Ave & HWY 99 SB Off Ramp
(Roundabout)
AM 16.3 C
PM 11.1 B
8 Merced St & HWY 99 NB On/Off
Ramps (Roundabout)
AM 17.1 C
PM 11.2 B
78 Section , Item A
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9.0 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 Project trips to the Year 2046 No Project volumes. Figure 15 presents the total Cumulative Year 2046 Plus Project traffic volumes for the study intersections.

9.1 CUMULATIVE YEAR 2046 PLUS PROJECT ANALYSIS RESULTS
The results of the Cumulative Year 2046 Plus Project analysis are summarized in Table 12 and shown on Figure 16. LOS results of the proposed mitigations are shown in Table 13.

Under this scenario:
• All study intersections operates within acceptable LOS under this scenario, except Intersections 7 & 8 in the AM peak hour.
• Intersection 7: 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 C in the AM peak hour and B in the PM peak hour.
• Intersection 8: 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 B in the PM peak hour.
79 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 19 Table 12: Cumulative Year 2046 Plus Project LOS
Node Intersection Peak
Hour
Existing
Delay (s) LOS
1 Clovis Ave & Parlier Ave AM 11.7 B
PM 10.6 B
2 Parlier Ave & Sunnyside Ave AM 8.7 A
PM 8.7 A
3 Fowler Ave & Parlier Ave AM 9.6 A
PM 14.1 B
4 Sunnyside Ave & South Ave AM 10.5 B
PM 11.6 B
5 Fowler Ave & South Ave AM 15.8 C
PM 14.5 B
6 Sunnyside Ave & Sumner Ave AM 11.9 B
PM 12.4 B
7 Sumner Ave & HWY 99 SB Off
Ramp
AM 85.1 F
PM 25.1 D
8 Merced St & HWY 99 NB On/Off
Ramps
AM 77.7 F
PM 28.1 D
9 Fresno St & Fowler Ave AM 19.7 C
PM 16.5 C
10 Fowler Ave & HWY 99 SB On Ramp AM 12.3 B
PM 12.0 B
Table 13: Cumulative Year 2046 Plus Project Mitigation LOS Node Intersection Peak
Hour
Existing
Delay (s) LOS
7 Sumner Ave & HWY 99 SB Off Ramp
(Roundabout)
AM 17.8 C
PM 11.9 B
8 Merced St & HWY 99 NB On/Off
Ramps (Roundabout)
AM 18.1 C
PM 12.4 B
80 Section , Item A
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10.0 QUEUING ANALYSIS
Queueing results for right turn and left turn lanes are presented in Table 14 and Table 15 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 lengths are provided in 95th percentile queue vehicles or in feet directly provided by specific Synchro report style and metric.

Synchro reports can be found in Appendix D.

Table 14: Queuing Results
Node Intersection Approach
Existing
Storage
(ft)
Existing
Existing
Plus
Project
Near Term Year 2046
No Project
Cumulative
Year 2046
Plus
Project
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
4 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0
NBL 100 5 / 3 8 / 5 10 / 5 5 / 3 10 / 5
SBL >500 3 / 3 5 / 5 5 / 5 3 / 3 3 / 3
6 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0
SBR 105 0 / 0 0 / 0 0 / 0 3 / 0 3 / 0
7 Sumner
Ave &
HWY 99
SB Off
Ramp
WBL 65 75 / 68 80 / 75 95 / 90 150 / 108 155 / 120
SB OffRamp 1450 130 / 98 130 / 113 175 / 178 275 / 168 290 / 205 8 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 25 / 10 28 / 13 33 / 15 38 / 15 40 / 18
NB OffRamp 1250 73 / 35 78 / 38 108 / 53 175 / 65 193 / 70 9 Fresno St
& Fowler
Ave
NBL 70 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0
Bold denotes queue exceeding available storage length.
81 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 21 Mitigation is only needed per Level of Service by Near Term Opening scenario. 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 lengths are provided in 95th percentile queue vehicles or in feet directly provided by specific Synchro report style and metric. Synchro reports can be found in Appendix D.

Table 15: Queuing Results (Mitigated)
Node Intersection Approach
Existing/
Proposed
Storage
(ft)
Existing
Existing
Plus
Project
Near Term Year 2046
No Project
Cumulative
Year 2046
Plus
Project
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
Queue
(AM/PM)
(ft)
7 AWS
Sumner
Ave &
HWY 99
SB Off
Ramp
WBL 200 NA NA 108 / 90 NA NA
SB 1450 NA NA 200 / 178 NA NA
7 TS
Sumner
Ave &
HWY 99
SB Off
Ramp
WBL 200 NA NA 186 / 209 220 / 231 221 / 240
SB OffRamp 1450 NA NA 170 / 159 202 / 163 207 / 171
7 RDA
Sumner
Ave &
HWY 99
SB Off
Ramp
SB 1450 NA NA 50 / 75 50 / 75 50 / 75
EB > 300 NA NA 200 / 25 75 / 25 100 / 25
NB 100 NA NA 75 / 25 125 / 25 125 / 25
WB 65 NA NA 25 / 50 25 / 50 25 / 50
8 RDA
Merced St
& HWY 99
NB On/Off
Ramps
EB 225 NA NA 175 / 50 200 / 50 225 / 75
NB 1250 NA NA 50 / 25 75 / 25 75 / 25
WB 200 NA NA 100 / 100 150 / 100 150 / 125
NA or Text denotes not applicable or not a mitigated improvement Bold denotes queue exceeding available storage length.

AWS denotes all way stop improvements mitigation scenario TS denotes Traffic Signal improvements mitigation scenario RDA denotes Roundabout improvements mitigation scenario As the queues shown are still outside compliance and outside constraints imposed by surrounding Caltrans infrastructure roundabout infrastructure and improvements are recommended for both intersections.
82 Section , Item A
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11.0 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 16 provides the equitable fair share for the study intersections.

𝑃 =
𝑇
𝑇𝐵 − 𝑇𝐸
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 16: Project’s Equitable Fair Share
Study Intersection Peak
Hour T TE TB P
Merced St & HWY 99 SB Off Ramp AM 38 1,262 1,528 14.3%
Merced St & HWY 99 NB On/Off Ramps AM 33 1,483 1,784 11.0% Per Caltrans review of the TIA scoping document (Appendix B):
“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.” Per Section 5.3 Safety Analysis of State Highway Facilities of this TIA, Merced Street and Highway 99 SB Off Ramp and Merced Street and Highway 99 NB On and Off 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 off 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 16 to the City of Fowler whereas proposed mitigations may be implemented in the future when warranted to address emerging safety or multimodal concerns.
83 Section , Item A
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12.0 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. • Intersection 7: Merced Street and Highway 99 SB off Ramp and Intersection 8: Merced Street and Highway 99 NB On and Off Ramps currently operate at LOS C and LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Existing Plus Project
• Considering only existing plus Project volumes, all study intersections are projected to operate within acceptable LOS under this scenario.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp will operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Intersection 8: Merced Street and Highway 99 NB On and Off Ramps will operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Build Out (Plus Project plus Pending/Approved) Projects • All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8 once pending and approved projects are added to the Existing plus Project traffic volume.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp is projected to 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 B in the PM peak hour.
o Mitigation Option 2: Signalizing the intersection with the following will improve the LOS to C in the AM and PM peak hours:
▪ Add a channelized 100’ right turn pocket to the Highway 99 SB Off Ramp. ▪ Adding a 100’ right turn pocket to northeast approach of Merced Street. ▪ Add a 100’ left turn pocket to the northwest approach of Fowler Avenue. ▪ Extend the storage of the left turn lane for the southwest bound approach of Merced Street.
• Intersection 8: Merced Street and Highway 99 NB On and Off Ramps is projected to operate at LOS E 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 B in the PM peak hour.

Year 2046 No Project
• All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8.
• All study intersections operates within acceptable LOS under this scenario, except Intersections 7 & 8 in the AM peak hour.
• Intersection 7: 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. 84 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docx Page 24 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 B in the PM peak hour.
• Intersection 8: 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 B in the PM peak hour.

Cumulative Year 2046 Plus Project
• All study intersections are projected to operate within acceptable LOS under this scenario, except Intersection 7 & 8.
• Intersection 7: Merced Street and Highway 99 SB Off Ramp is projected to 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 B in the PM peak hour.
• Intersection 8: Merced Street and Highway 99 NB On and Off Ramps is projected to 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 B 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 all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 200’ 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 16 of this TIA for future improvements/mitigations not covered by an existing impact fee program or grant funds. 85 Section , Item A
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13.0 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.
86 Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docxAppendix A

APPENDIX A
Figures
87 Section , Item A

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 1

PROJECT SITE MAP
2/6/2025
24-325
1 1
PHASE 1
PHASE 2
88 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 2

VICINITY MAP
2/6/2025
24-325
1 1
LEGEND:
89 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 3

EXISTING LANE CONFIGURATION
2/6/2025
24-325
1 1
YIELD
YIELD LEGEND:
90 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 4
EXISTING VOLUMES: AM & PM PEAK
2/6/2025
24-325
1 1
LEGEND:
91 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 5

EXISTING LEVEL OF SERVICE
2/6/2025
24-325
1 1
LEGEND:
92 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 6

PROJECT TRIP DISTRIBUTION
2/6/2025
24-325
1 1
LEGEND:
93 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 7

PROJECT TRIPS
2/6/2025
24-325
1 1
LEGEND:
94 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 8

EXISTING PLUS PROJECT VOLUMES
2/6/2025
24-325
1 1
LEGEND:
95 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519 TRAFFIC IMPACT ANALYSIS
FIGURE 9

EXISTING PLUS PROJECT LOS
2/6/2025
24-325
1 1
LEGEND:
96 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 10

PENDING AND APPROVED PROJECT TRIPS
2/6/2025
24-325
1 1
LEGEND:
97 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 11

NEAR TERM VOLUMES
2/6/2025
24-325
1 1
LEGEND:
98 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 12

NEAR TERM LOS
2/6/2025
24-325
1 1
LEGEND:
99 Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 13
2046 NO PROJECT VOLUMES
2/6/2025
24-325
1 1
LEGEND:
100
Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE
SOUTH AVENUE CLOVIS AVENUE HIGHWAY 99 SUNNYSIDE AVENUE FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 2/6/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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
YEAR 2046 NO PROJECT LOS
2/6/2025
24-325
1 1
LEGEND:

TRACT 6519
101
Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 15
2046 PLUS PROJECT VOLUMES
2/6/2025
24-325
1 1
LEGEND:
102
Section , Item A
BASIS OF BEARINGS:

MERCED ST. SUMNER AVENUE

SOUTH AVENUE

CLOVIS AVENUE
HIGHWAY 99 SUNNYSIDE AVENUE

FRESNO STREET

SOUTH GOLDEN STATE BLVD

PARLIER AVENUE FOWLER AVENUE

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Jared Jones Plot Date: 2/20/2026 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_TRAFFIC IMPACT_T6519.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 6519

TRAFFIC IMPACT ANALYSIS
FIGURE 16
2046 PLUS PROJECT LOS
2/6/2025
24-325
1 1
LEGEND:
103
Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docxAppendix B

APPENDIX B
Scoping Letter
104
Section , Item A
1 Andrew Vongphachanh
From: Wyatt Czeshinski <[email protected]>
Sent: Friday, October 3, 2025 11:56 AM
To: Derek Sylvester; Soo Ho Park
Cc: Joe Crown ([email protected]); Alison Baker; [email protected]; Padilla, Dave@DOT; Dawn Marple; Andrew Vongphachanh; Yelton, Elizabeth@DOT; Adrienne Burns; Community Development
Subject: RE: Caltrans Comments - T6519 Traffic scoping Letter Received, thank you!
I will at a conference and out of the office 10/7 – 10/10.

Wyatt Czeshinski, AICP
Associate Planner

PROVOST & PRITCHARD CONSULTING GROUP
455 W Fir Ave, Clovis, CA 93611
Office: (559) 449-2700
www.provostandpritchard.com | LinkedIn

CONFIDENTIALITY NOTE
This communicaon and any accompanying aachment(s) are privileged and confidenal. The informaon is intended for the use of the individual or enty so named. If you are not the intended recipient, then be aware that any disclosure, copying, distribuon or use of this communicaon and any accompanying aachments (or the informaon contained in it) is prohibited.

If you have received this communicaon in error, please immediately delete it and nofy the sender at the return e-mail address or by telephone at (559) 449-2700.Thank you.

From: Derek Sylvester <[email protected]>
Sent: Friday, October 3, 2025 11:18 AM
To: Wyatt Czeshinski <[email protected]>; Soo Ho Park <[email protected]> Cc: Joe Crown ([email protected]) <[email protected]>; Alison Baker <[email protected]>; [email protected]; Padilla, Dave@DOT <[email protected]>; Dawn Marple <[email protected]>; Andrew Vongphachanh <[email protected]>; Yelton, Elizabeth@DOT <[email protected]>; Adrienne Burns <[email protected]>; Community Development <[email protected]> Subject: RE: Caltrans Comments - T6519 Traffic scoping Letter Good morning,
Attached is the final TIS scoping letter with recent City comments addressed. Let us know if there are any additional questions.

Thank you,
Derek Sylvester
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123 | M: (559) 360-5006
yandhengr.com
From: Wyatt Czeshinski <[email protected]>
Sent: Monday, September 29, 2025 9:35 AM
To: Derek Sylvester <[email protected]>; Soo Ho Park <[email protected]> Cc: Joe Crown ([email protected]) <[email protected]>; Alison Baker <[email protected]>; 105
Section , Item A
2 [email protected]; Padilla, Dave@DOT <[email protected]>; Dawn Marple <[email protected]>; Andrew Vongphachanh <[email protected]>; Yelton, Elizabeth@DOT <[email protected]>; Adrienne Burns <[email protected]>
Subject: RE: Caltrans Comments - T6519 Traffic scoping Letter Hi Derek,
Please find a3ached the TIS Scoping Le3er with comments from the City. Please let me know if you have any ques9ons about the comments.

Thank you,
I will be out of the office 9/29 – 10/1.

Wyatt Czeshinski, AICP
Associate Planner

PROVOST & PRITCHARD CONSULTING GROUP
455 W Fir Ave, Clovis, CA 93611
Office: (559) 449-2700
www.provostandpritchard.com | LinkedIn

CONFIDENTIALITY NOTE
This communicaon and any accompanying aachment(s) are privileged and confidenal. The informaon is intended for the use of the individual or enty so named. If you are not the intended recipient, then be aware that any disclosure, copying, distribuon or use of this communicaon and any accompanying aachments (or the informaon contained in it) is prohibited.

If you have received this communicaon in error, please immediately delete it and nofy the sender at the return e-mail address or by telephone at (559) 449-2700.Thank you.

From: Derek Sylvester <[email protected]>
Sent: Monday, September 29, 2025 8:50 AM
To: Soo Ho Park <[email protected]>
Cc: Joe Crown ([email protected]) <[email protected]>; Alison Baker <[email protected]>; [email protected]; Padilla, Dave@DOT <[email protected]>; Dawn Marple <[email protected]>; Andrew Vongphachanh <[email protected]>; Wyatt Czeshinski <[email protected]>; Yelton, Elizabeth@DOT <[email protected]>; Adrienne Burns <[email protected]> Subject: RE: Caltrans Comments - T6519 Traffic scoping Letter Good morning Soo Ho,
Checking in here to see if you’ve had an opportunity to review and confirm the revised scoping letter so we can begin the tra%ic study work.

Let us know if you have any questions. Thank you!
Derek Sylvester
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123 | M: (559) 360-5006
yandhengr.com
From: Adrienne Burns <[email protected]>
Sent: Monday, September 22, 2025 8:07 AM
To: Soo Ho Park <[email protected]>
Cc: Joe Crown ([email protected]) <[email protected]>; Alison Baker <[email protected]>; [email protected]; Padilla, Dave@DOT <[email protected]>; Dawn Marple <[email protected]>; Andrew Vongphachanh <[email protected]>; [email protected]; Yelton, Elizabeth@DOT 106
Section , Item A
3 <[email protected]>; Derek Sylvester <[email protected]> Subject: RE: Caltrans Comments - T6519 Traffic scoping Letter Hello Soo Ho,
We have received all comments related to the scope of tra%ic study for T6519. Attached is the updated Tra%ic Scoping Letter that we would like the City to confirm is final so we can begin the tra%ic study work. Please confirm so we can get this moving forward.

Thank you.

Adrienne Burns
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
From: Yelton, Elizabeth@DOT <[email protected]> Sent: Wednesday, September 3, 2025 4:20 PM
To: Alison Baker <[email protected]>; [email protected]; Padilla, Dave@DOT <[email protected]>; Dawn Marple <[email protected]>; [email protected]; Soo Ho Park <[email protected]>; Adrienne Burns <[email protected]>; Andrew Vongphachanh <[email protected]> Subject: Caltrans Comments - T6519 Traffic scoping Letter Good afternoon,
Attached you will find comments from Caltrans regarding the TIS Scoping Document for the project located at the northwest corner of Sunnyside and Parlier.

If you have any questions, please reach out.

Cordially,

Elizabeth Yelton
Transportation Planner
California Department of
Transportation
O%ice of Regional and Community
Planning,
Local Development Review
Caltrans District 6
Phone: (559) 365-5140
1352 W. Olive Avenue
Fresno, CA 93778-2616

From: Alison Baker <[email protected]>
Sent: Tuesday, August 5, 2025 10:04 AM
To: [email protected]; Padilla, Dave@DOT <[email protected]> Cc: Dawn Marple <[email protected]>; Wyatt Czeshinski <[email protected]>; Soo Ho Park <[email protected]>; Adrienne Burns <[email protected]>; Andrew Vongphachanh <[email protected]> Subject: T6519 Traffic scoping Letter
107
Section , Item A
4 EXTERNAL EMAIL. Links/attachments may not be safe.

Good morning,
Please see attached TIS Scoping Letter for T6519 which in in the City of Fowler, please review & comment. Feel free to reach out with any questions.

Thank you,
Alison
Alison Baker
Project Services Administrator
______________________
2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123
yandhengr.com
“A committed team providing high quality engineering services for our clients and community.” 108
Section , Item A
August 19, 2025
Soo Ho Park, City Engineer
City of Fowler
128 S 5th Street
Fowler, CA 93625
Subject: Proposed Scope of Work for the Preparation for a Traffic Impact Analysis for Crown Homes Residential Development, TTM 6519 Located at the Northwest Quadrant of Sunnyside Avenue and Parlier Avenue in the City of Fowler (APN 345-100-08S)
Dear Mr. Park,
Yamabe & Horn Engineering, Inc. (YH) is requesting review and approval of the proposed scope of work for preparation of a Traffic Impact Analysis (TIA) located at the northwest quadrant of Sunnyside Avenue and Parlier Avenue in the City of Fowler. The Project proposes to develop 183 single family residential units. Based on the information provided to YH, the Project land use will need to be rezoned from low density residential to medium low density residential as well as require City annexation. 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) as shown on Table 1. The Project will generate approximately 1,726 total daily weekday trips, 129 total AM peak hour trips, and 173 total PM peak hours trips.

TABLE 1 – TRIP GENERATION (TTM 6519)
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
Single Family
Detached
Homes
(ITE LU 210)
183.00 9.43 1,726 0.70 33 96 0.94 109 64
DU 25 / 75 63 / 37
TOTAL 33 96 109 64
Trip generation rates and splits per ITE Trip Generation Manual, 11th Edition. 109
Section , Item A
Intersections to be Analyzed

1. Sunnyside Avenue and Parlier Avenue

2. Fowler Avenue and Parlier Avenue

3. Sunnyside Avenue and South Avenue

4. Sunnyside Avenue and Sumner Avenue

5. Merced Street and Highway 99 SB Off-Ramp

6. Merced Street and Highway 99 NB Ramps

7. Fowler Avenue and Highway 99 SB On-Ramp

8. Fowler Avenue and South Avenue

9. Clovis Avenue and Parlier Avenue
Locations of the study intersections shown in Exhibit 2.

Scenarios to be Analyzed

1. Existing Conditions

2. Existing plus Project Conditions

3. Near Term Plus Pending/Approved Projects

4. Year 2046 No Project

5. Cumulative Year 2046 Conditions
Analysis 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) 24-hour 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. Traffic counts to be collected on Tuesday, Wednesday, or Thursday. Counts will include pedestrians and bicyclists, as well as truck traffic volume (unclassified) to determine percent truck traffic for modeling purposes.

Existing traffic counts for the intersections listed below will be utilized for this TIA as they are less than 12 months old:

Intersection Date of Count Taken
Sunnyside Avenue and South Avenue 5/20/2025
Merced Street and Highway 99 SB Off-Ramp 5/20/2025
Merced Street and Highway 99 NB Ramps 5/20/2025
Fowler Avenue and Highway 99 SB On-Ramp 5/20/2025
Fowler Avenue and South Avenue 5/20/2025
110
Section , Item A
Information Request:

YH is requesting the following information from the City of Fowler for the preparation of the TIA:
• Project descriptions, trip generations, and if available, trip distributions of pending and approved projects within the vicinity of the Project to incorporate into both Near Term Plus Pending/Approved Projects scenario.

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.
• Perform site visits to observe existing traffic patterns, conditions, and confirm existing geometric layouts of the study intersections.
• 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) where signalization is a recommended mitigation. • Perform safety review of State Highway System (SHS) facility that the Project adds trips to.

Please review and comment. 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

Use the highest growth
between the 2046 COG
model and incremental
growth.
111
Section , Item A
EXHIBIT 1 – AERIAL OF PROJECT VICINITY TTM 6519

PROJECT

LOCATION
112
Section , Item A
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: 9/19/2025 File Location: F:\2024\24-325\dwg\Exhibits\Traffic\24-325_Study Intersection Map.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets CROWN HOMES - SUNNYSIDE & PARLIER TTM 6519 TIA SCOPING DOCUMENT EXHIBIT 2 STUDY INTERSECTIONS 9/19/2025 24-325 1 1 STUDY INTERSECTIONS Location 7 shall be two intersections - Fowler at Fresno and Fowler at on-ramp
113
Section , Item A
1 Andrew Vongphachanh
From: Luna, Hector <[email protected]>
Sent: Wednesday, September 3, 2025 9:22 AM
To: Adrienne Burns; Alison Baker; [email protected] Cc: Andrew Vongphachanh; Hines, Brody
Subject: RE: T6519 Traffic scoping Letter
Yes, no additional comments. It appears that residential development in Fowler is expanding westward toward Clovis Avenue, which will require further analysis as future development occurs.

Regards,
Hector E. Luna| Principal 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, September 3, 2025 8:38 AM
To: Luna, Hector <[email protected]>; Alison Baker <[email protected]>; [email protected] Cc: Andrew Vongphachanh <[email protected]>; Hines, Brody <[email protected]> Subject: RE: T6519 Traffic scoping Letter
Okay. Is that the extent of the County comments? I appreciate the quick response on this.

Adrienne Burns
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
From: Luna, Hector <[email protected]>
Sent: Wednesday, September 3, 2025 8:33 AM
To: Adrienne Burns <[email protected]>; Alison Baker <[email protected]>; [email protected] Cc: Andrew Vongphachanh <[email protected]>; Hines, Brody <[email protected]> Subject: RE: T6519 Traffic scoping Letter
Adrienne,
The County requests the intersection of Clovis and Parlier Avenues to be included in the scope.

Regards,
Hector E. Luna| Principal Planner
Department of Public Works and Planning |
114
Section , Item A
2 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, September 3, 2025 7:49 AM
To: Luna, Hector <[email protected]>; Alison Baker <[email protected]>; [email protected] Cc: Andrew Vongphachanh <[email protected]>; Hines, Brody <[email protected]> Subject: RE: T6519 Traffic scoping Letter
Hello Hector,
Attached is the Scoping Letter along with the DRAFT Tentative Map for your use in review and comments. Thank you for your attention on this so we can move forward with our traffic study.

Please let us know if you need anything further. Have a great day! Adrienne Burns
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
From: Luna, Hector <[email protected]>
Sent: Wednesday, September 3, 2025 7:37 AM
To: Alison Baker <[email protected]>; [email protected] Cc: Adrienne Burns <[email protected]>; Andrew Vongphachanh <[email protected]>; Hines, Brody <[email protected]>
Subject: RE: T6519 Traffic scoping Letter
Good morning,
Please provide a copy of the site plan for the tract, comments should be submitted by the end of the week, if not sooner.

Regards,
Hector E. Luna| Principal 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
115
Section , Item A
3 From: Alison Baker <[email protected]>
Sent: Tuesday, September 2, 2025 12:30 PM
To: Luna, Hector <[email protected]>; [email protected] Cc: Adrienne Burns <[email protected]>; Andrew Vongphachanh <[email protected]> Subject: RE: T6519 Traffic scoping Letter
Good morning,
I wanted to check in and see if you have any comments on the scoping letter that I sent previously. Can you please let us know when we should hear something back, appreciate it.

Thank you,
Alison
Alison Baker
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123
yandhengr.com
From: Alison Baker
Sent: Tuesday, August 5, 2025 10:04 AM
To: [email protected]; [email protected]
Cc: Dawn Marple <[email protected]>; Wyatt Czeshinski <[email protected]>; Soo Ho Park <[email protected]>; Adrienne Burns <[email protected]>; Andrew Vongphachanh <[email protected]> Subject: T6519 Traffic scoping Letter
Good morning,
Please see attached TIS Scoping Letter for T6519 which in in the City of Fowler, please review & comment. Feel free to reach out with any questions.

Thank you,
Alison
Alison Baker
Project Services Administrator
______________________
2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123
yandhengr.com
“A committed team providing high quality engineering services for our clients and community.” 116
Section , Item A
“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) 981-1041 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
September 3, 2025
FRE-99-10.73
TTM 6519
NWC Sunnyside/Parlier
GTS: 37448

SENT VIA EMAIL
Ms. Alison Baker
Yamabe and Horn Engineering Inc.
2985 N. Burl Ave. Suite 101
Fresno, CA 93727
Dear Ms. Baker:

Thank you for the opportunity to complete a review of TTM 6519, the proposed scope of work for a Traffic Impact Analysis (TIA) for a proposed residential development. The project is located at the northwest quadrant of Sunnyside Avenue and Parlier Avenue in the City of Fowler, approximately 2.08 miles from the Manning Avenue and State Route (SR) 99 interchange and 1.20 miles from the Merced Street and SR 99 interchange.

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. To ensure a safe and efficient transportation system, we encourage early consultation and coordination with local jurisdictions and project proponents on all development projects that utilize the multimodal transportation network.

Caltrans provides the following comments consistent with the State’s smart mobility goals that support a vibrant economy and sustainable communities:

Traffic Operations Comments:

1. The consultant proposed the following study scenarios:
• Existing Conditions
• Existing plus Project Conditions
• Near Term Plus Pending/Approved Projects
• Year 2046 No Project
• Cumulative Year 2046 Conditions
Caltrans concurs with the proposed scenarios.
117
Section , Item A
Ms. Alison Baker – TTM 6519
September 3, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment”

2. The following 8 intersections study were proposed by consultant (queuing analysis is included in the proposed Scope of Work for the study intersections listed below under all scenarios):
• Sunnyside Avenue and Parlier Avenue
• Fowler Avenue and Parlier Avenue
• Sunnyside Avenue and South Avenue
• Sunnyside Avenue and Sumner Avenue
• Merced Street and SR99 SB Off-Ramp
• Merced Street and SR99 NB Ramps
• Fowler Avenue and SR99 SB On-Ramp
• Fowler Avenue and South Avenue
Caltrans concurs with the proposed study intersection.

3. The consultant proposed the following estimate project trip generation based on the Institute of Transportation Engineers (ITE) trip generation Manual, 11th ed:
• Single-Family Detached Housing (210): 129 AM Peak Hour, 173 PM Peak Hour Caltrans concurs with the proposed trip generation.

4. The Office of Traffic Operations has the following comments regarding the submitted information:
• 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 to 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 due to the increased conflicts. The developer should request Caltrans crash data summary for the involved SHS facility using the included Crash Data Request Form.
• The queuing analysis will need to comply with Caltrans HDM standards for State Routes.

Planning Comments

5. Alternative transportation policies should be applied to the development. 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 or County.

The assessment should include the following:
a. Pedestrian walkways should link this proposal to an internal project area walkway, transit facilities, as well as other walkways in the surrounding area. 118
Section , Item A
Ms. Alison Baker – TTM 6519
September 3, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment” b. 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.
c. 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.

6. 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.

7. Active Transportation Plans and Smart Growth efforts support the state’s 2050 Climate goals. 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.

8. 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.

Conclusion:
• 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 to 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 due to the increased conflicts. The developer should request Caltrans crash data summary for the involved SHS facility using the included Crash Data Request Form.
• The queuing analysis will need to comply with Caltrans HDM standards for State Routes.
119
Section , Item A
Ms. Alison Baker – TTM 6519
September 3, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment” 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
120
Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docxAppendix C

APPENDIX C
Traffic Counts
121
Section , Item A
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
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 0 0 0 0 0 0 0 0 212:15 AM to 12:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 212:30 AM to 12:45 AM 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 212:45 AM to 1:00 AM 0 0 1 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 31:15 AM to 1:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 21:30 AM to 1:45 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 21:45 AM to 2:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 22:00 AM to 2:15 AM 0 0 3 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 42:15 AM to 2:30 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 22:30 AM to 2:45 AM 0 0 3 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 42:45 AM to 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 AM to 3:15 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 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 13:30 AM to 3:45 AM 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 23:45 AM to 4:00 AM 0 0 3 0 0 0 0 5 0 1 0 0 0 0 0 0 0 0 0 0 84:00 AM to 4:15 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 34:15 AM to 4:30 AM 0 0 2 0 0 0 0 3 0 0 0 1 0 0 0 0 0 0 1 0 74:30 AM to 4:45 AM 0 0 5 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 74:45 AM to 5:00 AM 0 0 7 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 95:00 AM to 5:15 AM 0 0 6 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 10 5:15 AM to 5:30 AM 0 0 7 0 2 0 0 9 0 0 0 0 0 0 0 0 0 0 1 0 17 5:30 AM to 5:45 AM 0 0 7 0 0 0 0 23 0 3 0 0 0 0 0 0 0 0 0 0 30 5:45 AM to 6:00 AM 0 0 8 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 1 0 29 6:00 AM to 6:15 AM 0 0 12 0 2 0 0 13 0 1 0 0 0 0 0 0 1 0 0 0 26 6:15 AM to 6:30 AM 0 0 12 0 0 0 0 21 0 2 0 0 0 0 0 0 0 0 1 0 34 6:30 AM to 6:45 AM 0 0 17 0 0 0 2 18 0 2 0 1 0 0 0 0 0 0 2 0 40 6:45 AM to 7:00 AM 0 0 16 1 3 0 0 24 0 0 0 1 0 0 0 0 0 0 0 0 42 7:00 AM to 7:15 AM 0 0 41 0 20 0 0 15 0 4 0 0 0 0 0 0 0 0 0 0 56 7:15 AM to 7:30 AM 0 1 44 1 21 0 1 24 0 1 0 0 0 0 0 0 0 0 0 0 71 7:30 AM to 7:45 AM 0 0 42 1 23 0 0 27 0 4 0 1 0 0 0 0 0 0 0 0 71 7:45 AM to 8:00 AM 0 0 36 0 15 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 56 8:00 AM to 8:15 AM 0 0 31 0 10 0 0 18 0 2 0 0 0 0 0 0 1 0 0 0 50 8:15 AM to 8:30 AM 0 0 37 0 18 0 0 19 1 2 0 0 0 0 0 0 0 0 0 1 57 8:30 AM to 8:45 AM 0 0 24 1 14 0 0 26 0 1 0 0 0 0 0 0 0 0 2 0 53 8:45 AM to 9:00 AM 0 1 39 0 26 0 0 20 0 0 0 0 0 0 0 0 1 0 0 0 61 9:00 AM to 9:15 AM 0 0 28 0 19 0 0 17 1 3 0 0 0 0 0 0 0 0 0 0 46 9:15 AM to 9:30 AM 0 0 28 0 14 0 1 24 0 3 0 0 0 0 0 0 0 0 0 0 53 9:30 AM to 9:45 AM 0 0 34 0 18 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 44 9:45 AM to 10:00 AM 0 1 35 0 18 0 0 11 0 1 0 0 0 0 0 0 0 0 2 0 49 10:00 AM to 10:15 AM 0 0 39 0 24 0 0 18 1 4 0 2 0 2 0 0 0 0 1 0 6310:15 AM to 10:30 AM 0 0 27 0 16 0 0 21 0 2 0 0 0 1 0 0 0 0 0 0 4910:30 AM to 10:45 AM 0 0 31 0 17 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 5310:45 AM to 11:00 AM 0 1 33 0 15 0 1 15 0 1 0 0 0 0 0 0 0 0 1 0 5111:00 AM to 11:15 AM 0 0 22 0 13 0 1 28 0 3 0 0 0 0 0 0 1 0 0 0 52 Time
Northbound Southbound Eastbound Westbound
Clear
Clovis Ave @ Parlier Ave
Fresno
Thursday, October 23, 2025

36.6126952
-119.7002795
1 122
Section , Item A
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 VehiclesTime Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 27 0 19 0 0 14 0 1 0 0 1 0 0 0 0 0 0 0 4211:30 AM to 11:45 AM 0 0 36 0 21 0 0 12 1 0 0 0 0 0 0 0 0 1 0 0 5011:45 AM to 12:00 PM 0 0 32 0 17 0 1 26 0 1 0 0 0 0 0 0 0 0 0 0 59 12:00 PM to 12:15 PM 0 0 29 0 11 0 1 18 0 3 0 0 0 0 0 0 0 0 0 0 4812:15 PM to 12:30 PM 0 0 23 0 13 0 0 23 0 3 0 0 0 0 0 0 0 0 1 0 4712:30 PM to 12:45 PM 0 0 40 0 23 0 1 21 0 2 0 0 0 0 0 0 0 0 0 0 6212:45 PM to 1:00 PM 0 0 32 1 15 0 0 17 0 3 0 0 0 0 0 0 0 0 0 0 50 1:00 PM to 1:15 PM 0 0 26 0 18 0 1 20 0 3 0 0 0 1 0 0 0 0 1 0 49 1:15 PM to 1:30 PM 0 0 27 0 14 0 2 15 0 1 0 0 0 0 0 0 2 0 0 0 46 1:30 PM to 1:45 PM 0 0 28 0 14 0 0 25 0 2 0 0 0 0 0 0 0 0 0 0 53 1:45 PM to 2:00 PM 0 1 41 0 24 0 0 23 0 3 0 0 0 0 0 0 0 0 2 0 67 2:00 PM to 2:15 PM 0 0 29 0 16 0 0 18 0 2 0 0 0 0 0 0 0 0 2 0 49 2:15 PM to 2:30 PM 0 1 39 0 19 0 0 24 0 4 0 0 0 0 0 0 0 0 0 0 64 2:30 PM to 2:45 PM 0 0 51 0 11 0 0 25 0 3 0 0 0 1 0 0 0 0 0 0 77 2:45 PM to 3:00 PM 0 0 34 1 16 0 0 21 0 1 0 0 0 1 0 0 0 1 1 1 59 3:00 PM to 3:15 PM 0 0 43 0 24 0 0 29 0 1 0 0 0 0 0 0 0 1 0 0 73 3:15 PM to 3:30 PM 0 1 38 0 17 0 0 24 0 3 0 0 1 0 0 0 1 0 1 1 66 3:30 PM to 3:45 PM 0 1 35 0 14 0 0 33 0 2 0 1 0 0 0 0 1 0 0 0 71 3:45 PM to 4:00 PM 0 0 43 0 13 0 1 37 0 5 0 0 0 0 0 0 0 0 0 0 81 4:00 PM to 4:15 PM 0 0 36 0 13 0 3 31 0 2 0 0 0 0 0 0 0 0 2 0 72 4:15 PM to 4:30 PM 0 0 44 0 19 0 0 28 1 3 0 0 0 0 0 0 0 1 1 0 75 4:30 PM to 4:45 PM 0 0 41 0 15 0 0 31 1 3 0 0 0 1 0 0 0 0 0 0 74 4:45 PM to 5:00 PM 0 0 26 0 4 0 1 27 0 3 0 0 0 2 1 0 1 0 0 0 57 5:00 PM to 5:15 PM 0 0 28 0 1 0 0 35 1 3 0 0 0 0 0 0 1 0 0 1 65 5:15 PM to 5:30 PM 0 0 19 0 1 0 1 40 0 3 0 0 0 0 0 0 0 0 0 0 60 5:30 PM to 5:45 PM 0 0 27 0 1 0 1 37 0 1 0 0 0 0 0 0 0 0 0 0 65 5:45 PM to 6:00 PM 0 0 11 0 0 0 1 29 0 2 0 0 0 0 0 0 0 0 0 0 41 6:00 PM to 6:15 PM 0 0 19 1 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 37 6:15 PM to 6:30 PM 0 0 16 0 1 0 0 21 0 2 0 0 0 0 0 0 0 0 0 0 37 6:30 PM to 6:45 PM 0 0 15 0 1 0 1 12 0 0 0 0 0 0 0 0 1 0 1 0 30 6:45 PM to 7:00 PM 0 1 8 0 1 0 1 15 0 1 0 0 0 0 0 0 0 0 2 0 27 7:00 PM to 7:15 PM 0 0 11 0 0 0 1 11 0 0 0 0 0 0 0 0 0 0 0 0 23 7:15 PM to 7:30 PM 0 0 15 0 0 0 0 17 0 1 0 1 0 0 0 0 0 0 0 0 33 7:30 PM to 7:45 PM 0 0 11 1 0 0 0 8 0 2 0 0 0 0 0 0 0 0 0 0 20 7:45 PM to 8:00 PM 0 0 6 0 0 0 0 11 0 1 0 0 0 0 0 0 0 0 0 0 17 8:00 PM to 8:15 PM 0 0 13 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 33 8:15 PM to 8:30 PM 0 0 8 0 2 0 0 6 1 0 0 0 0 0 0 0 0 0 0 0 15 8:30 PM to 8:45 PM 0 0 8 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 18 8:45 PM to 9:00 PM 0 0 8 0 0 0 0 7 0 1 0 0 0 0 0 0 0 0 1 0 16 9:00 PM to 9:15 PM 0 0 5 0 0 0 0 11 0 2 0 0 0 0 0 0 0 0 1 0 17 9:15 PM to 9:30 PM 0 0 7 0 0 0 1 6 0 0 0 0 0 0 0 0 0 0 0 0 14 9:30 PM to 9:45 PM 0 0 3 0 0 0 1 9 0 1 0 0 0 0 0 0 0 0 0 0 13 9:45 PM to 10:00 PM 0 0 5 0 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 8 10:00 PM to 10:15 PM 0 0 8 0 0 0 0 11 0 0 0 0 0 0 0 0 1 0 1 0 21 10:15 PM to 10:30 PM 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 510:30 PM to 10:45 PM 0 0 3 0 0 0 3 8 0 0 0 0 0 0 0 0 0 0 0 0 1410:45 PM to 11:00 PM 0 0 5 0 0 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 1211:00 PM to 11:15 PM 0 0 5 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 611:15 PM to 11:30 PM 0 0 2 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 611:30 PM to 11:45 PM 0 1 2 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 611:45 PM to 12:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 10 1759 8 691 0 31 1402 8 118 0 8 2 9 1 0 12 4 30 5 3283 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 7:00 AM to 8:00 AM 0 1 163 2 79 0 1 86 0 9 0 1 0 0 0 0 0 0 0 0 254 3:45 PM to 4:45 PM 0 0 164 0 60 0 4 127 2 13 0 0 0 1 0 0 0 1 3 0 302 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 123
Section , Item A
1 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 0 012:15 AM to 12:30 AM 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 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 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 01:30 AM to 1:45 AM 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 02:00 AM to 2:15 AM 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 02:30 AM to 2:45 AM 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 03:00 AM to 3:15 AM 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 03:30 AM to 3:45 AM 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 04:00 AM to 4:15 AM 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 04:30 AM to 4:45 AM 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 05:00 AM to 5:15 AM 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 05:30 AM to 5:45 AM 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 06:00 AM to 6:15 AM 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 06:30 AM to 6:45 AM 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 07:00 AM to 7:15 AM 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 07:30 AM to 7:45 AM 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 08:00 AM to 8:15 AM 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 08:30 AM to 8:45 AM 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 09:00 AM to 9:15 AM 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 09:30 AM to 9:45 AM 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 10:00 AM to 10:15 AM 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 0 010:30 AM to 10:45 AM 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 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Clovis Ave @ Parlier Ave 36.6126952
Fresno -119.7002795
Thursday, October 23, 2025 Clear
1 124
Section , Item A
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 0 011:30 AM to 11:45 AM 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 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 12:15 PM to 12:30 PM 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 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 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 01:30 PM to 1:45 PM 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 02:00 PM to 2:15 PM 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 02:30 PM to 2:45 PM 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 03:00 PM to 3:15 PM 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 03:30 PM to 3:45 PM 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 04:00 PM to 4:15 PM 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 04:30 PM to 4:45 PM 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 05:00 PM to 5:15 PM 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 1 0 0 0 0 0 0 0 0 0 0 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 05:45 PM to 6:00 PM 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 06:15 PM to 6:30 PM 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 06:45 PM to 7:00 PM 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 07:15 PM to 7:30 PM 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 07:45 PM to 8:00 PM 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 08:15 PM to 8:30 PM 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 08:45 PM to 9:00 PM 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 09:15 PM to 9:30 PM 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 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 10:00 PM to 10:15 PM 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 0 010:30 PM to 10:45 PM 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 0 011:00 PM to 11:15 PM 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 0 011:30 PM to 11:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 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
3:45 PM to 4:45 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
1 125
Section , Item A
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
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 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 112:15 AM to 12:30 AM 0 0 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 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1:00 AM to 1:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM to 1:30 AM 0 0 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 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 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 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 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 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 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 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 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 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 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 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 34:30 AM to 4:45 AM 0 0 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 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 25:15 AM to 5:30 AM 0 0 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 1 0 0 0 0 0 0 1 0 0 0 0 1 0 35:45 AM to 6:00 AM 0 0 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 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 AM to 6:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 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 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 2 0 0 0 0 2 0 1 0 0 0 0 1 0 67:30 AM to 7:45 AM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 27:45 AM to 8:00 AM 0 0 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 1 0 0 0 0 1 0 28:15 AM to 8:30 AM 0 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 38:30 AM to 8:45 AM 0 0 0 0 0 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 78:45 AM to 9:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 2 0 0 0 0 0 1 1 0 0 0 1 1 0 69:15 AM to 9:30 AM 0 0 0 0 0 0 1 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 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 1 310:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 0 0 0 3 0 710:30 AM to 10:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 110:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 111:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 1 0 5 Clear
Sunnyside Ave @ Parlier Ave
Fresno
Thursday, October 23, 2025

36.6127189
-119.6913378
Time
Northbound Southbound Eastbound Westbound
1 126
Section , Item A
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 VehiclesTime Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0 0 0 1 1 0 511:30 AM to 11:45 AM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 1 0 0 311:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 1 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 5 0 0 1 0 0 0 0 0 0 0 0 1 0 6 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 0 0 0 1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 2 1:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3 0 5 2:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 4 0 0 1 0 0 0 0 0 1 0 0 6 2:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 0 5 2:30 PM to 2:45 PM 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 2 1 6 2:45 PM to 3:00 PM 0 0 0 0 0 0 1 0 2 1 0 1 0 1 1 0 0 0 0 0 5 3:00 PM to 3:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 1 0 0 0 0 1 1 0 4 3:30 PM to 3:45 PM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 3 1 5 3:45 PM to 4:00 PM 0 0 0 0 0 0 3 0 1 0 0 1 0 0 0 0 0 1 1 1 7 4:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 2 0 4 4:15 PM to 4:30 PM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 4:45 PM to 5:00 PM 0 0 0 0 0 0 1 0 1 0 0 0 3 0 0 0 0 0 4 0 9 5:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:30 PM to 5:45 PM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 1 0 5 5:45 PM to 6:00 PM 0 0 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 0 0 4 6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 6:15 PM to 6:30 PM 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 2 0 2 0 8 6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 1 0 0 2 2 0 0 0 0 0 2 0 7 6:45 PM to 7:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 7:00 PM to 7:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:30 PM to 7:45 PM 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 1 1 4 7:45 PM to 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 3 8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 8:30 PM to 8:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 2 9:45 PM to 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 3 10:00 PM to 10:15 PM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 310:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 310:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 210:45 PM to 11:00 PM 0 0 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 1 0 0 111:15 PM to 11:30 PM 0 0 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 1 0 111:45 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 54 0 22 5 0 18 20 12 5 0 5 20 57 7 208
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 8:15 AM to 9:15 AM 0 0 0 0 0 0 6 0 2 0 0 1 2 2 0 0 1 2 2 0 18 1:45 PM to 2:45 PM 0 0 0 0 0 0 2 0 6 0 0 2 1 0 0 0 1 2 8 1 22

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
Northbound Southbound
1 127
Section , Item A
2 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 Sunnyside Ave @ Parlier Ave 36.6127189
Fresno -119.6913378
Thursday, October 23, 2025 Clear
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk Time
TOTALS
1 128
Section , Item A
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 Time
TOTALS
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 1 0 0 1 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 1 0 0 1 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 8:15 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1

PEAK HOUR

DAILY TOTALS
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS 1 129
Section , Item A
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
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 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 612:15 AM to 12:30 AM 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 612:30 AM to 12:45 AM 0 0 0 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 512:45 AM to 1:00 AM 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 2 0 0 1 7 1:00 AM to 1:15 AM 0 0 3 0 1 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 61:15 AM to 1:30 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 21:30 AM to 1:45 AM 0 0 1 0 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 41:45 AM to 2:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 12:00 AM to 2:15 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 AM to 2:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 AM to 2:45 AM 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 22:45 AM to 3:00 AM 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 33:00 AM to 3:15 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 AM to 3:30 AM 0 0 1 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 1 0 63:30 AM to 3:45 AM 0 0 1 0 0 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 53:45 AM to 4:00 AM 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 34:00 AM to 4:15 AM 0 0 1 0 0 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 54:15 AM to 4:30 AM 0 0 3 0 0 0 1 8 0 1 0 0 0 1 0 0 0 0 1 1 14 4:30 AM to 4:45 AM 0 0 9 0 1 0 0 3 0 1 0 0 0 0 0 0 0 0 1 0 13 4:45 AM to 5:00 AM 0 0 3 1 1 0 0 7 0 1 0 0 0 2 0 0 0 0 0 0 13 5:00 AM to 5:15 AM 0 1 5 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 1 1 11 5:15 AM to 5:30 AM 0 1 11 0 1 0 0 9 0 1 0 0 0 0 0 0 0 0 0 0 21 5:30 AM to 5:45 AM 0 0 15 0 0 0 0 15 0 0 0 0 0 1 0 0 0 0 0 0 31 5:45 AM to 6:00 AM 0 0 19 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 40 6:00 AM to 6:15 AM 0 0 17 0 1 0 1 24 0 0 0 0 0 0 0 0 0 0 0 0 42 6:15 AM to 6:30 AM 0 1 17 0 0 0 0 41 0 2 0 0 0 1 0 0 0 0 0 0 60 6:30 AM to 6:45 AM 0 0 32 1 0 0 0 31 0 0 0 1 0 0 0 0 0 0 0 0 65 6:45 AM to 7:00 AM 0 0 26 0 0 0 0 33 0 3 0 0 0 0 0 0 0 0 0 0 59 7:00 AM to 7:15 AM 0 0 28 0 1 0 0 36 0 3 0 0 0 0 0 0 1 0 1 1 66 7:15 AM to 7:30 AM 0 1 25 0 3 0 0 37 0 0 0 0 0 2 0 0 0 0 0 0 65 7:30 AM to 7:45 AM 0 0 35 0 3 0 1 43 0 2 0 1 0 0 1 0 0 0 0 0 80 7:45 AM to 8:00 AM 0 0 42 2 0 0 0 27 1 2 0 0 0 0 0 0 0 0 0 0 72 8:00 AM to 8:15 AM 0 1 44 0 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 70 8:15 AM to 8:30 AM 0 0 35 2 2 0 1 46 0 4 0 0 0 2 0 0 0 0 1 0 87 8:30 AM to 8:45 AM 0 1 35 0 2 0 2 29 1 2 0 0 0 2 0 0 0 0 1 0 71 8:45 AM to 9:00 AM 0 1 29 0 1 0 1 23 0 3 0 0 0 1 0 0 2 0 0 1 57 9:00 AM to 9:15 AM 0 2 22 1 0 0 0 19 0 0 0 0 0 3 0 0 0 0 0 0 47 9:15 AM to 9:30 AM 0 1 14 0 1 0 2 25 0 3 0 0 0 1 0 0 0 0 1 0 44 9:30 AM to 9:45 AM 0 0 26 0 1 0 2 24 0 0 0 0 0 0 0 0 1 0 1 1 54 9:45 AM to 10:00 AM 0 0 22 0 1 0 1 24 0 0 0 1 0 0 0 0 1 0 1 0 50 10:00 AM to 10:15 AM 0 0 24 1 1 0 0 23 2 3 0 0 0 1 0 0 1 0 2 0 5410:15 AM to 10:30 AM 0 2 26 0 2 0 0 21 0 0 0 1 0 1 0 0 1 0 0 0 5210:30 AM to 10:45 AM 0 0 25 1 4 0 1 21 0 0 0 0 0 1 0 0 0 0 0 0 4910:45 AM to 11:00 AM 0 0 38 0 1 0 0 29 0 1 0 0 0 1 0 0 0 0 0 0 6811:00 AM to 11:15 AM 0 2 30 0 1 0 1 26 0 1 0 1 0 0 0 0 0 0 1 0 61 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ Parlier Ave
Fresno
Thursday, October 23, 2025

36.6127136
-119.682372
1 130
Section , Item A
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 VehiclesTime Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 28 0 1 0 0 22 1 0 0 1 0 0 0 0 0 0 1 0 5411:30 AM to 11:45 AM 0 0 24 0 1 0 1 23 2 1 0 0 0 1 1 0 0 0 1 1 5211:45 AM to 12:00 PM 0 0 17 0 2 0 0 17 2 0 0 0 0 0 0 0 0 0 1 0 37 12:00 PM to 12:15 PM 0 0 27 0 1 0 0 20 0 0 0 0 0 1 0 0 0 0 1 0 4912:15 PM to 12:30 PM 0 1 34 0 1 0 1 23 0 3 0 1 0 0 0 0 0 0 0 0 6012:30 PM to 12:45 PM 0 0 27 0 1 0 0 25 0 1 0 1 0 1 0 0 0 0 0 0 5412:45 PM to 1:00 PM 0 1 35 0 1 0 0 21 1 0 0 0 1 4 1 0 0 0 0 0 63 1:00 PM to 1:15 PM 0 0 29 0 4 0 0 32 0 1 0 0 0 0 0 0 0 0 3 1 64 1:15 PM to 1:30 PM 0 0 37 0 2 0 1 29 1 1 0 0 0 0 0 0 0 0 1 0 69 1:30 PM to 1:45 PM 0 4 27 0 0 0 2 38 0 0 0 1 0 1 0 0 1 0 1 0 75 1:45 PM to 2:00 PM 0 2 47 1 1 0 0 24 0 0 0 0 0 1 0 0 1 0 0 0 76 2:00 PM to 2:15 PM 0 3 26 0 1 0 1 33 0 2 0 0 0 0 0 0 0 0 0 0 63 2:15 PM to 2:30 PM 0 1 26 0 1 0 0 36 2 4 0 1 0 0 0 0 0 0 0 0 66 2:30 PM to 2:45 PM 0 3 38 0 3 0 1 38 1 3 0 0 0 3 0 0 0 0 0 0 84 2:45 PM to 3:00 PM 0 0 37 0 1 0 0 38 0 0 0 3 0 0 0 0 0 0 0 0 78 3:00 PM to 3:15 PM 0 0 41 0 1 0 1 36 0 4 0 0 0 0 0 0 1 0 2 0 81 3:15 PM to 3:30 PM 0 1 49 1 2 0 0 40 1 3 0 1 0 0 0 0 0 0 0 0 93 3:30 PM to 3:45 PM 0 0 41 0 2 0 0 42 1 1 0 0 0 0 0 0 0 0 0 0 84 3:45 PM to 4:00 PM 0 0 83 1 2 0 0 46 2 4 0 0 0 4 0 0 1 0 0 0 137 4:00 PM to 4:15 PM 0 2 45 0 0 0 2 48 0 2 0 0 0 1 0 0 1 1 1 1 101 4:15 PM to 4:30 PM 0 1 49 0 0 0 1 50 0 3 0 0 0 3 0 0 1 0 0 1 105 4:30 PM to 4:45 PM 0 4 57 0 3 0 1 51 1 1 0 0 0 0 0 0 2 1 0 0 117 4:45 PM to 5:00 PM 0 4 58 0 0 0 1 36 0 0 0 1 0 4 0 0 1 0 0 0 105 5:00 PM to 5:15 PM 0 1 60 0 0 0 0 44 1 2 0 0 0 1 0 0 1 0 0 0 108 5:15 PM to 5:30 PM 0 2 45 1 0 1 0 38 0 1 0 0 0 0 0 0 0 1 0 0 88 5:30 PM to 5:45 PM 0 1 48 0 2 0 0 36 0 0 0 0 0 3 0 0 1 0 0 0 89 5:45 PM to 6:00 PM 0 0 40 0 0 0 0 43 0 4 0 1 1 1 0 0 1 0 0 0 87 6:00 PM to 6:15 PM 0 0 26 1 1 0 0 36 1 0 0 0 0 1 0 0 0 1 0 0 66 6:15 PM to 6:30 PM 0 1 34 1 0 0 0 22 0 0 0 0 0 2 0 0 0 0 0 0 60 6:30 PM to 6:45 PM 0 3 36 0 0 0 0 36 0 0 0 1 0 1 0 0 0 0 0 0 77 6:45 PM to 7:00 PM 0 0 23 0 0 0 0 26 0 1 0 0 0 1 0 0 1 0 0 0 51 7:00 PM to 7:15 PM 0 0 21 0 0 0 0 29 1 0 0 1 0 1 0 0 0 0 0 0 53 7:15 PM to 7:30 PM 0 1 20 1 0 0 0 15 0 0 0 0 0 0 0 0 1 0 0 0 38 7:30 PM to 7:45 PM 0 1 18 0 1 0 0 21 0 0 0 0 0 2 0 0 0 1 0 0 43 7:45 PM to 8:00 PM 0 3 19 0 0 0 0 16 1 0 0 0 0 0 0 0 0 0 0 0 39 8:00 PM to 8:15 PM 0 0 25 0 0 0 0 19 1 1 0 0 0 0 0 0 0 0 0 0 45 8:15 PM to 8:30 PM 0 1 22 0 0 0 0 20 0 1 0 0 0 0 0 0 0 0 0 0 43 8:30 PM to 8:45 PM 0 1 17 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0 0 0 47 8:45 PM to 9:00 PM 0 0 21 0 0 0 0 14 0 0 0 0 0 1 0 0 0 0 0 0 36 9:00 PM to 9:15 PM 0 1 5 0 0 0 1 17 0 2 0 0 0 0 0 0 0 0 0 0 24 9:15 PM to 9:30 PM 0 0 20 0 0 0 0 11 0 0 0 0 0 0 0 0 1 0 0 0 32 9:30 PM to 9:45 PM 0 0 19 0 0 0 1 15 0 1 0 0 0 1 0 0 0 0 0 0 36 9:45 PM to 10:00 PM 0 2 17 0 1 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 36 10:00 PM to 10:15 PM 0 1 15 0 0 0 0 18 0 1 0 0 0 1 0 0 1 0 0 0 3610:15 PM to 10:30 PM 0 1 14 0 0 0 0 13 0 1 0 1 0 0 0 0 0 0 0 0 2910:30 PM to 10:45 PM 0 1 9 0 0 0 0 12 1 0 0 0 0 0 0 0 0 0 0 0 2310:45 PM to 11:00 PM 0 0 4 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 1411:00 PM to 11:15 PM 0 1 7 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 1911:15 PM to 11:30 PM 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 311:30 PM to 11:45 PM 0 1 6 1 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1211:45 PM to 12:00 AM 0 0 1 0 0 0 1 6 0 0 0 0 0 0 0 0 0 0 0 0 8 1 65 2154 19 65 1 32 2056 25 88 0 19 2 62 3 0 26 5 25 10 4492 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 7:30 AM to 8:30 AM 0 1 156 4 5 0 2 141 1 8 0 1 0 2 1 0 0 0 1 0 309 3:45 PM to 4:45 PM 0 7 234 1 5 0 4 195 3 10 0 0 0 8 0 0 5 2 1 2 460 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 131
Section , Item A
3 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 0 012:15 AM to 12:30 AM 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 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 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 01:30 AM to 1:45 AM 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 02:00 AM to 2:15 AM 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 02:30 AM to 2:45 AM 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 03:00 AM to 3:15 AM 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 03:30 AM to 3:45 AM 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 04:00 AM to 4:15 AM 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 04:30 AM to 4:45 AM 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 05:00 AM to 5:15 AM 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 05:30 AM to 5:45 AM 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 06:00 AM to 6:15 AM 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 06:30 AM to 6:45 AM 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 07:00 AM to 7:15 AM 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 07:30 AM to 7:45 AM 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 08:00 AM to 8:15 AM 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 08:30 AM to 8:45 AM 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 09:00 AM to 9:15 AM 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 09:30 AM to 9:45 AM 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 10:00 AM to 10:15 AM 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 0 010:30 AM to 10:45 AM 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 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ Parlier Ave 36.6127136
Fresno -119.682372
Thursday, October 23, 2025 Clear
1 132
Section , Item A
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 2 0 0 1 0 311:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 211:45 AM to 12:00 PM 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 12:15 PM to 12:30 PM 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 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 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 01:30 PM to 1:45 PM 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 02:00 PM to 2:15 PM 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 02:30 PM to 2:45 PM 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 03:00 PM to 3:15 PM 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 03:30 PM to 3:45 PM 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 04:00 PM to 4:15 PM 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 04:30 PM to 4:45 PM 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 05:00 PM to 5:15 PM 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 05:30 PM to 5:45 PM 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 06:00 PM to 6:15 PM 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 06:30 PM to 6:45 PM 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 07:00 PM to 7:15 PM 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 07:30 PM to 7:45 PM 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 08:00 PM to 8:15 PM 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 08:30 PM to 8:45 PM 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 09:00 PM to 9:15 PM 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 09:30 PM to 9:45 PM 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 10:00 PM to 10:15 PM 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 0 010:30 PM to 10:45 PM 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 0 011:00 PM to 11:15 PM 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 0 011:30 PM to 11:45 PM 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 2 0 2 1 0 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 0 0 0 0
3:45 PM to 4:45 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
1 133
Section , Item A
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 4
134
Section , Item A
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 %Time 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
1 135
Section , Item A
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 4
136
Section , Item A
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
1 137
Section , Item A
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 5
138
Section , Item A
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 %Time 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
1 139
Section , Item A
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 5
140
Section , Item A
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
1 141
Section , Item A
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 6
142
Section , Item A
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 %Time 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
1 143
Section , Item A
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 6
144
Section , Item A
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
1 145
Section , Item A
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 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% 66 12:30 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% 61 12:45 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% 59 1:15 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% 56 1:30 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% 54 1:45 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% 52 2:00 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% 57 2:15 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% 54 2:30 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% 53 2:45 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% 60 3:00 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% 65 3:15 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% 69 3:30 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% 84 3:45 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% 120 4:00 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% 177 4:15 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% 281 4:30 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% 431 4:45 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% 540 5:00 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% 610 5:15 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% 608 5:30 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% 577 5:45 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% 603 6:00 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% 636 6:15 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% 700 6:30 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% 806 6:45 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% 914 7:00 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% 1069 7:15 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% 1210 7:30 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% 1262 7:45 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% 1199 8:00 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% 1044 8:15 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% 899 8:30 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% 767 8:45 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% 721 9:00 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% 707 9:15 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% 687 9:30 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% 681 9:45 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% 685 10:15 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% 696 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave
Fresno
Tuesday, May 20, 2025

36.6262966
-119.684794
1 146
Section , Item A
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
10:30 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% 671 10:45 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% 661 11:00 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 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% 667 11:30 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% 725 11:45 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% 777 12:15 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% 786 12:30 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% 787 12:45 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% 799 1:15 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% 808 1:30 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% 827 1:45 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% 855 2:00 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% 898 2:15 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% 991 2:30 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% 1052 2:45 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% 1175 3:00 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% 1185 3:15 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% 1147 3:30 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% 1129 3:45 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% 1041 4:00 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% 1017 4:15 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% 1038 4:30 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% 1068 4:45 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 4177 5:00 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 4201 5:15 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 4132 5:30 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 3968 5:45 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 3792 6:00 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% 802 6:15 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% 769 6:30 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% 687 6:45 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% 640 7:00 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% 636 7:15 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% 599 7:30 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% 599 7:45 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% 563 8:00 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% 507 8:15 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% 464 8:30 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% 406 8:45 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% 371 9:00 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% 343 9:15 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% 331 9:30 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% 318 9:45 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% 262 10:15 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% 223 10:30 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% 181 10:45 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% 167 11:00 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% 186 11:15 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
1 147
Section , Item A
7 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 0 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 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 0 1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 7:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 7:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 7:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 8:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 8:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:15 AM to 9:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 2 1 2 9:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 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 0 10:15 AM to 10:30 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 / Merced St @ SR99 SB Offramp / Fowler Ave 36.6262966 Fresno -119.684794
Tuesday, May 20, 2025 Clear
1 148
Section , Item A
10:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 10:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 11:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 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 0 11:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 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 1 12:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 12:45 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 0 1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 3:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 4:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 5:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 5:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 7:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 7:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 4 0 8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 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 1 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 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
1 149
Section , Item A
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 8
150
Section , Item A
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 %Time 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
1 151
Section , Item A
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 8
152
Section , Item A
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
1 153
Section , Item A
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 9
154
Section , Item A
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 %Time 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
1 155
Section , Item A
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 9
156
Section , Item A
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
1 157
Section , Item A
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
1 158
Section , Item A
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 %Time 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
1 159
Section , Item A
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
1 160
Section , Item A
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
1 161
Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docxAppendix D

APPENDIX D
Synchro Reports
162
Section , Item A
F:\2024\24-325\Traffic\Report\Word Doc\24-325 TIS.docxAppendix D Existing Synchro Reports
163
Section , Item A
Existing AM HCM 7th TWSC
1: Clovis Ave & Parlier Ave 02/05/2026
Existing AM Synchro 12 Report