Agenda packet — Montebello City Council, August 12, 2026 (part 1 of 5)

CITY OF MONTEBELLO

CITY COUNCIL

REGULAR MEETING

WEDNESDAY, AUGUST 12, 2026 AT 6:00 PM

CITY HALL COUNCIL CHAMBERS
1600 WEST BEVERLY BOULEVARD

MONTEBELLO, CALIFORNIA

CITY COUNCIL
Georgina Tamayo, Mayor
Danielle Romero, Mayor Pro Tem
Scarlet Peralta, Councilmember
Ric Alonzo, Councilmember
Salvador Melendez, Councilmember

CITY MANAGER
Raul Alvarez

CITY TREASURER
David Matanga

CITY ATTORNEY
Arnold M. Alvarez-Glasman

CITY CLERK
Christopher Jimenez

DEPARTMENT HEADS
Assistant City Manager
Fire Chief
Police Chief
Director of City Clerk Services
Director of Finance
Director of Human Resources
Director of Planning/Community Development
Director of Public Works
Director of Recreation and Community Services
Director of Transportation
Angelica Palmeros
Fernando Pelaez
Luis Lopez
Kimberly Guillen
Michael Solorza
Ramon Figueroa
Joseph Palombi
Cesar Roldan
David Sosnowski
John Soria

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NOTICES
This City Council Meeting ("Council") will be held in person and will meet at City Hall – City Council Chambers, 1600 West Beverly Boulevard, Montebello, California. The meeting will be live streamed and can be watched on the City’s website and YouTube Channel via the following link: https://www.montebelloca.gov, and may also be viewed on Spectrum Public Access Channel 3 for all Spectrum cable subscribers.

PUBLIC COMMENTS:

Remote: To watch the meeting and provide Live Comments on Agenda Items under Public Comment during the Meeting, join the Teams Webinar by calling: 917-768-4786 or using the Teams App with the following link:
https://teams.microsoft.com/meet/226453265942119?p=4frwMuRpPIg4N6515j Meeting ID: 226 453 265 942 119 Passcode: zn2ev9nh
Phone Conference ID: 917 338 388#

In-Person: For those wishing to speak during the Public Comment period(s) or public hearing(s) of a City Council meeting, you may address the City Council in person on the day of the meeting. Speaker cards are available at the front of the Council Chambers. Please complete a speaker card and submit it to City Clerk staff prior to the applicable Public Comment or Public Hearing item. Speaker cards will be numbered and called in the order they are received.

Closed Session begins at 6:00 p.m., and Regular Session begins at 7:00 p.m.

AMERICANS WITH DISABILITIES ACT: In compliance with the Americans with Disabilities Act (ADA) any person with a disability who requires special accommodations in order to participate in a meeting should contact the Administration Office at (323) 887-1437 Monday-Thursday from 7:30 a.m.-5:30 p.m. Please call 48 hours prior to the meeting to ensure that reasonable arrangements can be made to provide accessibility to this meeting (28 CFR 35.102-35.104 ADA Title II 1203). If you require translation services, please contact the City Clerk’s office 72 hours before this meeting. Si necesita servicios de traducción, comuníquese con la Oficina del Secretario Municipal 72 horas antes de esta reunión. 如果您需要翻译服务，请在会议前 72 小时联系市书记员办公室.

RULES OF DECORUM:

Pursuant to Section 54957.95 of the Government Code, the presiding member of the legislative body conducting a meeting, or their designee, is authorized to remove, or cause the removal of, an individual for disrupting the meeting.

Any such removal will be preceded by a warning to the disruptive individual by the presiding member of the legislative body or their designee that the individual’s behavior is disrupting the meeting and that the individual’s failure to promptly cease their disruptive behavior may result in their removal.

AGENDA MATERIALS: The agenda and/or agenda packet are available for public inspection at City’s website at:

Agendas, Minutes, and Videos,

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IN CONSIDERATION OF OTHERS, PLEASE TURN OFF, OR MUTE, ALL CELL PHONES AND PAGERS

THANK YOU FOR YOUR COOPERATION

OPENING CEREMONIES

CALL TO ORDER - 6:00 P.M.

ROLL CALL

ANNOUNCEMENT OF CLOSED SESSION ITEMS

PUBLIC COMMENTS ON CLOSED SESSION ITEMS
At this time, the public may submit a speaker card to the City Clerk staff for Closed Session items, prior to the beginning of this statement. Speakers will be called in the order received. Please be aware that the maximum time allotted for members of the public to speak on Closed Session items shall not exceed three (3) minutes per person. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.

CLOSED SESSION
The City Attorney shall provide a briefing on the item listed for Closed Session as follows:

1. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
Government Code Section 54956.9(d)(1)
Coalition for Clean Air v. City of Montebello
LA Superior Court Case No. 26STCP02794

2. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
Government Code Section 54956.9(d)(1)
Molinari v. City of Montebello
LA Superior Court Case No. 25STCP02304
REGULAR SESSION - 7:00 P.M.

CLOSED SESSION REPORT

INVOCATION

PLEDGE OF ALLEGIANCE

CORRECTIONS TO THE AGENDA - CITY MANAGER

CEREMONIAL ITEMS/PRESENTATIONS

3. PROCLAMATION FOR NATIONAL WELLNESS MONTH

4. TREASURER'S REPORT FOR THE QUARTER ENDING JUNE 30, 2026 PUBLIC COMMENTS ON NON-AGENDA ITEMS (30 MINUTES)
At this time, the public may submit speaker card(s) to the City Clerk staff, for both agenda and non-agenda items, prior to the beginning of this statement; Public Hearing items do not require a speaker card.

The City Council will address non-agenda items during this section and speakers will be called in the order received. Those persons not accommodated during this 30-minute period will have an opportunity to speak under “Public Comments – Continued”, after all scheduled matters have been considered. Public Hearing, Regular Business and/or Consent Calendar items will be addressed at the time that matter of business is heard, in the order received.

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Please be aware that the maximum time allotted for members of the public to speak shall not exceed three (3) minutes per speaker. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.

STAFF COMMUNICATIONS ON ITEMS OF COMMUNITY INTEREST

REGULAR BUSINESS

5. ACCEPTANCE OF CITYWIDE SIDEWALK IMPROVEMENTS PROJECT (CP 941) – NOTICE OF

COMPLETION

RECOMMENDATION: It is recommended that the City Council:

1. Accept the Citywide Sidewalk Improvements Project (CP 941) as completed by Precision Concrete Cutting, Inc.; and

2. Approve the final contract amount with Precision Concrete Cutting, Inc. for the Citywide Sidewalk Improvements Project (CP 941) in the amount of $999,851; and

3. Approve the Final Total Project Budget (Attachment A); and

4. Authorize the City Clerk to execute, verify and file the Notice of Completion (Attachment B) with the Los Angeles County Registrar-Recorder; and

5. Authorize the release of the retention payment of $49,993 due to Precision Concrete Cutting, Inc. following the mandatory waiting period from the date the Notice of Completion is recorded; and

6. Take such additional, related action that may be desirable.

CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine. Any items a member wishes to discuss, including any items the public submitted speaker cards for, should be designated at this time. All other items may be approved in a single motion. Such approval will also waive the reading of any Ordinance.

6. APPROVE BLANKET PURCHASE ORDERS WITH ALLSTAR FIRE EQUIPMENT, GALLS LLC, HARDY AUTO PARTS, L.N. CURTIS AND SONS, MES SERVICE COMPANY, ZOLL MEDICAL CORPORATION, AND

LIFE-ASSIST INC FOR THE ACQUISITION OF FIRE DEPARTMENT EQUIPMENT AND SUPPLIES

RECOMMENDATION: It is recommended that the City Council:

1. Approve a blanket purchase order with Allstar Fire Equipment, Inc for personal protective equipment and fire-related supplies for a not-to-exceed amount of $150,000; and

2. Approve a blanket purchase order with Galls LLC for personal protective equipment and fire-related supplies for a not-to-exceed amount of $150,000; and

3. Approve a blanket purchase order with IB Auto Parts Inc. (DBA Hardy Auto Parts) for vehicle-related equipment and supplies for a not-to-exceed amount of $100,000; and

4. Approve a blanket purchase order with L.N. Curtis and Sons for fire-related supplies for a not-to-exceed amount of $200,000; and

5. Approve a blanket purchase order with MES Service Company LLC for personal protective equipment and fire-related supplies for a not-to-exceed amount of $150,000; and

6. Approve a blanket purchase order with Zoll Medical Corporation GPO for fire and emergency medical- related equipment and supplies for a not-to-exceed amount of $100,000; and

7. Approve a blanket purchase order with Life-Assist Inc for fire and emergency medical-related equipment and supplies for a not-to-exceed amount of $150,000; and

8. Authorize the City Manager to approve up to an additional $25,000 in expenditures for each vendor for a maximum (potential) not-to-exceed amount of $175,000 (Allstar Fire Equipment Inc.), $175,000 (Galls LLC), $125,000 (IB Auto Parts Inc DBA Hardy Auto Parts), $225,000 (L.N. Curtis and Sons), $175,000 (MES Service Company LLC), $125,000 (Zoll Medical Corporation GPO), $125,000 (Fire Apparatus Solutions), and $175,000 (Life-Assist Inc); and

9. Take such additional, related actions that may be desirable.

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7. APPROVE AMENDMENT NO. 1 TO AGREEMENT NO. 4347 BETWEEN THE COUNTY OF LOS ANGELES AND THE CITY OF MONTEBELLO TO ACCEPT FISCAL YEAR 2026-27 MEASURE A HOMELESS FUNDING

RECOMMENDATION: It is recommended that the City Council:

1. Authorize the City Manager to execute Amendment No. 1 to Agreement No. 4347 (Los Angeles County Agreement HI-2025-009) with the County of Los Angeles’ Chief Executive Office (CEO) to accept Measure A funding in the amount of $531,574 for Fiscal Year 2026-27; and,

2. Amend the Fiscal Year 2026-27 budget by increasing appropriations by $531,574 in Account No. 261- 85-867-6040.95 (Measure A - LA County Homeless, Fire, Measure A - LA County Homeless, Other Professional Services [expenditures]), and $531,574 in Account No. 261-99-4198.28 (Measure A - LA County Homeless, Miscellaneous - Measure A - LA County Homeless [revenue]); and,

3. Take such additional, related action that may be desirable.

8. AUTHORIZATION TO SUBMIT A SOUTHERN CALIFORNIA EDISON (SCE) SECONDARY LAND USE

INTAKE FORM FOR PROPOSED WALKING AND BIKING PATH IMPROVEMENTS ON SCE PROPERTY

RECOMMENDATION: It is recommended that the City Council:

1. Authorize staff to submit a Southern California Edison (SCE) Secondary Land Use Intake Form for the use of SCE-owned property for the development of a walking and biking path with associated xeriscape landscaping; and

2. Authorize the City Manager, or designee, to execute all necessary documents related to the submission; and

3. Take such additional, related action that may be desirable.

9. ACCEPTANCE OF RIO HONDO ACCESS IMPROVEMENT PROJECT SIGN (CP 924-2) – NOTICE OF

COMPLETION

RECOMMENDATION: It is recommended that the City Council:

1. Accept the Rio Hondo Access Improvement Project Sign (CP 924-2) as completed by Voltaire Engineering, Inc.; and

2. Approve the final contract amount with Voltaire Engineering, Inc. for the Rio Hondo Access Improvement Project Sign (CP 924-2) in the amount of $658,865; and

3. Approve the Final Total Project Budget (Attachment A); and

4. Amend the Fiscal Year 2026-27 budget by increasing appropriations by $258,865 in Account No. 600- 90-910-6040.10 (Transit – Transportation Operations – Contract Services – Outside Contracts); and

5. Authorize the City Clerk to execute, verify and file the Notice of Completion (Attachment B) with the Los Angeles County Registrar-Recorder; and

6. Authorize the release of the retention payment of $32,943 due to Voltaire Engineering, Inc. following the mandatory waiting period from the date the Notice of Completion is recorded; and

7. Take such additional, related action that may be desirable.

10. ADOPT RESOLUTION NO. 26-53 APPROVING THE 2026 ENGINEERING AND TRAFFIC SPEED SURVEY

RECOMMENDATION: It is recommended that the City Council:

1. Adopt Resolution No. 26-53 approving the 2026 Engineering and Traffic Speed Survey and the proposed changes to ten (10) street segments; or

2. The City Council may retain the current speed limits using the legally supported options under California Vehicle Code (CVC) §§22358.6, 22358.7, and 22358.8 to ensure safety, preserve enforceability, and maintain consistency with state policy prioritizing safer speeds; and

3. Take such additional, related action that may be desirable.

11. ADOPT RESOLUTION NO. 26-54 APPROVING THE MEMORANDUM OF AGREEMENT FOR

ADMINISTRATION AND COST SHARING TO IMPLEMENT THE UPPER LOS ANGELES RIVER

WATERSHED COORDINATED INTEGRATED MONITORING PROGRAM AND WATERSHED MANAGEMENT PROGRAM FY 2026–2031

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RECOMMENDATION: It is recommended that the City Council:

1. Adopt Resolution No. 26-54 approving the Memorandum of Agreement (MOA) between the City of Montebello and the 20 participating agencies of the Upper Los Angeles River Watershed Management Group (ULAR WMG), including the Los Angeles County Flood Control District (LACFCD), County of Los Angeles, City of Los Angeles, and member cities, for cooperative administration and cost sharing of monitoring and watershed management requirements mandated under the Municipal Separate Storm Sewer Systems (MS4) Permit; and

2. Authorize the City Manager to execute the MOA and any subsequent administrative amendments approved by the ULAR WMG; and

3. Take such additional, related action that may be desirable.

12. APPROVE AMENDMENT NO. 3 TO AGREEMENT NO. 4175 WITH YUNEX LLC FOR TRAFFIC SIGNAL

MAINTENANCE SERVICES

RECOMMENDATION: It is recommended that the City Council:

1. Approve Amendment No. 3 to Agreement No. 4175 between the City of Montebello and Yunex LLC to increase the not-to-exceed amount by $80,000 bringing the new annual not-to-exceed amount to $450,000; and

2. Amend the adopted Fiscal Year 2026-27 budget by increasing appropriations by $160,000 in Account 200-30-310-6040.50 (Gas Tax, Public Works, Streets, Contract Services - Street Maintenance); and

3. Authorize the City Manager to execute the Amendment on behalf of the City; and

4. Take such additional, related action that may be desirable.

13. APPROVE BLANKET PURCHASE ORDERS WITH HOME DEPOT, ACE HARDWARE OF MONTEBELLO (WAJTAVAR CORPORATION), GARVEY EQUIPMENT COMPANY AND WALTERS WHOLESALE

ELECTRIC TO PROVIDE EQUIPMENT, HARDWARE, TOOLS, AND RELATED MATERIALS FOR FISCAL YEAR 2026-27

RECOMMENDATION: It is recommended that the City Council:

1. Approve a blanket purchase order with Home Depot in the amount of $100,000 with the option to increase up to $150,000 for Fiscal Year 2026-27 through the use of Omnia Partners cooperative agreement; and

2. Approve a blanket purchase order with Ace Hardware of Montebello (Wajtavar Corporation) in the amount of $5,000 with the option to increase up to $10,000 for Fiscal Year 2026-27 based on their response to RFQ No. 26-02; and

3. Approve a blanket purchase order with Garvey Equipment Company in the amount of $10,000 with the option to increase up to $15,000 for Fiscal year 2026-27 based on their response to RFQ No. 26-02; and

4. Approve a blanket purchase order with Walters Wholesale Electric in the amount of $25,000 with the option to increase up to $30,000 for Fiscal year 2026-27 based on their response to RFQ No. 26-02; and

5. Take such additional, related action that may be desirable.

14. APPROVE AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT NO. 4126 WITH WAXIE ENTERPRISES, INC. FOR CITYWIDE JANITORIAL SUPPLIES

RECOMMENDATION: It is recommended that the City Council:

1. Approve Amendment No. 1 to Professional Services Agreement No. 4126 between the City of Montebello and Waxie Enterprises, Inc. to increase the total not-to-exceed amount by $50,000, increasing the agreement amount from $300,000 to $350,000 and

2. Update departmental utilization to allow additional City departments access to the agreement for janitorial supplies and related products; and

3. Take such additional, related action that may be desirable.

15. AWARD PROFESSIONAL SERVICES AGREEMENT NO. 4575 WITH URBAN FUTURES, INC TO PROVIDE

CONTINUING DISCLOSURE SERVICES

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RECOMMENDATION: It is recommended that the City Council:

1. Award Professional Services Agreement No. 4575 with Urban Futures, Inc. (UFI) in an amount not to exceed $61,500 ($20,500 annually); and

2. Authorize the City Manager to execute the agreement; and

3. Take such additional, related action that may be desirable.

16. APPROVAL OF AMENDMENT NOS. 1 TO PROFESSIONAL SERVICES AGREEMENT NO. 4142 ACRO PRINTING, INC., AGREEMENT NO. 4143 WITH ARTE PRINTING AND AGREEMENT NO. 4145 WITH THE

SAUCE CREATIVE SERVICES FOR PRINTING, GRAPHIC DESIGN, AND MAILING SERVICES

RECOMMENDATION: It is recommended that the City Council:

1. Approve Amendment No. 1 to Professional Services Agreement No. 4142 with Acro Printing, Inc.; and

2. Approve Amendment No. 1 to Professional Services Agreement No. 4143 with Arte Printing; and

3. Approve Amendment No. 1 to Professional Services Agreement No. 4145 with The Sauce Creative Services; and

4. Authorize the City Manager to execute the amendments, extending the term of the agreements to June 30, 2028; and

5. Take such additional, related action that may be desirable.

17. APPROVAL OF PURCHASE ORDER WITH DARKTRACE HOLDINGS LTD FOR CYBERSECURITY

SOFTWARE SERVICES

RECOMMENDATION: It is recommended that the City Council:

1. Authorize the purchase of cybersecurity software services from Darktrace Holdings Ltd in an amount not- to-exceed $53,261 for Fiscal Year 2026-27; and

2. Take such additional, related, action that may be desirable.

18. APPROVE PROFESSIONAL SERVICES AGREEMENT NO. 4591 WITH ROBERT J ORTIZ FOR AUDIO-

VISUAL BROADCAST MANAGEMENT

RECOMMENDATION: It is recommended that the City Council:

1. Approve Professional Services Agreement No. 4591 with Robert J Ortiz in an amount not-to-exceed thirty-five thousand dollars ($35,000) annually, for three (3) years, with two (2) one-year renewal options for audio-visual broadcast management services; and

2. Authorize the City Manager to take actions necessary to execute and finalize an agreement on behalf of the City of Montebello; and

3. Take such additional, related action that may be desirable.

19. TREASURER'S REPORT FOR THE QUARTER ENDING JUNE 30, 2026

RECOMMENDATION: It is recommended that the City Council:

1. Receive and file the Quarterly Treasurer's Report for the quarter ending June 30, 2026 (Fourth Quarter of Fiscal Year 2025-26); and

2. Take such additional, related action that may be desirable.

20. APPROVE LEASE AGREEMENT NO. 4592 WITH SOUTHERN CALIFORNIA EDISON (SCE) FOR THE USE

OF ASHIYA PARK

RECOMMENDATION: It is recommended that the City Council:

1. Approve Lease Agreement No. 4592 with Southern California Edison for the use of Ashiya Park; and

2. Authorize the City Manager to take actions necessary to execute and finalize an agreement on behalf of the City of Montebello; and

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3. Take such additional, related action that may be desirable.

21. APPROVE BLANKET PURCHASE ORDERS WITH AMAZON, COSTCO, OFFICE DEPOT, AND STAPLES FOR OFFICE SUPPLIES, RELATED PRODUCTS AND SERVICES FOR FISCAL YEAR 2026-27

RECOMMENDATION: It is recommended that the City Council:

1. Approve a blanket purchase order with Amazon for purchases of products and services for a not-to- exceed amount of $300,000; and

2. Approve a blanket purchase order with Costco for purchases of products and services for a not-to-exceed amount of $60,000; and

3. Approve a blanket purchase order with Office Depot for office supplies, products and related services for a not-to-exceed amount of $30,000; and

4. Approve a blanket purchase order with Staples for office supplies, products and related solutions for a not-to-exceed amount of $10,000; and

5. Take such additional, related action that may be desirable.

22. APPROVE AMENDMENT NO. 2 TO AGREEMENT NO. 4020 WITH JCL TRAFFIC SERVICES FOR TRAFFIC

CONTROL SERVICES

RECOMMENDATION: It is recommended that the City Council:

1. Approve Amendment No. 2 to Agreement No. 4020 with JCL Traffic Services for an additional one-year term to provide traffic control services; and

2. Authorize the City Manager to execute Amendment No. 2 on behalf of the City; and

3. Take such additional, related action that may be desirable.

23. APPROVE USE OF ASSET FORFEITURE FUNDS TO PURCHASE POLICE DEPARTMENT HONOR GUARD

UNIFORMS

RECOMMENDATION: It is recommended that the City Council:

1. Approve the use of $20,000 in Asset Forfeiture funds for costs associated with the purchase of Honor Guard uniforms and related accessories; and

2. Amend the Fiscal Year 2026-27 budget by increasing appropriations by $20,000 in the Asset Forfeiture Fund, Account No. 230-99-847-601 (Asset Forfeiture, Justice Department, Uniform Expense); and

3. Take such additional, related action that may be desirable.

24. APPROVE AGREEMENT NO. 4601 WITH THE COUNTY OF LOS ANGELES FOR HOMELESS PREVENTION

INITIATIVE FUNDING

RECOMMENDATION: It is recommended that the City Council:

1. Authorize the City Manager to execute Agreement No. 4601 between the County of Los Angeles Department of Homeless Services and Housing (HSH) and the City of Montebello to accept Homeless Prevention Initiative – Homeless Service Funds (HPI-HSF) in an amount not to exceed $221,750; and,

2. Amend the Fiscal Year 2026-27 budget by increasing appropriations by $221,750 in Account No. 265- 85-869-6040.10 (Grants, Fire, Homeless Prevention Initiative, Other Contract Services [expenditures]), and increasing estimated revenues by $221,750 in Account No. 265-99-4198.35 (Grants, Homeless Prevention Initiative [revenue]); and,

3. Take such additional, related action that may be desirable.

25. AUTHORIZE SOFTWARE SOLUTIONS AND SUPPORT SERVICES BY TYLER TECHNOLOGIES, INC. FOR FISCAL YEARS 2026-27 THROUGH 2028-29

RECOMMENDATION: It is recommended that the City Council:

1. Authorize software solution and services by Tyler Technologies, Inc. (Tyler) in an amount not to exceed $1,346,235 for the next (3) years (Fiscal Years 2026-27 through 2028-29); and

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2. Take such additional, related action that may be desirable.

26. APPROVE ESTABLISHING A PURCHASE ORDER WITH ELERTS CORPORATION TO CONTINUE USE OF

AN INCIDENT REPORTING PLATFORM FOR MONTEBELLO BUS LINES

RECOMMENDATION: It is recommended that the City Council:

1. Approve establishing a purchase order with ELERTS Corporation (ELERTS), for a total not-to-exceed (NTE) amount of $52,497, to continue piloting Montebello Bus Lines' incident reporting platform for an additional six (6) month period; and

2. Take such additional, related, action as may be desirable.

27. ADOPT RESOLUTION NO. 26-56 AUTHORIZING THE RECEIPT OF FEDERAL TRANSIT ADMINISTRATION (FTA) GRANT FUNDS AWARDED TO THE CITY OF MONTEBELLO FOR TIRE LEASE AND PREVENTIVE

MAINTENANCE PROJECTS

RECOMMENDATION: It is recommended that the City Council:

1. Adopt Resolution No. 26-56 authorizing the receipt of Federal Transit Administration (FTA) grant funds awarded to the City of Montebello in the amount of $2,308,000 for tire lease and preventive maintenance projects; and

2. Amend the Transportation Department’s Fiscal Year 2026-27 adopted operating budget to appropriate the FTA grant funds ($2,308,000) and the twenty percent (20%) non-federal state match from FY24 Senate Bill 1/State Transit Assistance (SB1/STA) ($577,000) Fund by increasing appropriations in Account Nos. 270-9069-2026-110-6080.50 and -5000.10 (Expenditures) and -4019 (Revenue) (Transit Grants, FTA CA-2026-069, FY 2025-26, Tire Lease and PM); and Account Nos. 202-922-2024-6080.50 and -5000.10 (Expenditures) and -4021.20 (Revenue (State of Good Repairs, STA, FY 2023-24); and,

3. Take such additional, related, action as may be desirable.

28. APPROVE AMENDMENT NO. 1 TO AGREEMENT NO. 4218 WITH GOVERNMENTJOBS, INC., FOR HUMAN

RESOURCES INFORMATION SOFTWARE SERVICES

RECOMMENDATION: It is recommended that the City Council:

1. Approve Amendment No. 1 to Agreement No. 4218 with GovernmentJobs, Inc. (NEOGOV) to increase the total not-to-exceed amount by an additional $90,316, to add additional services for human resources information software services; and

2. Authorize the City Manager or his designee to execute Amendment No. 1 on behalf of the City of Montebello; and

3. Take such additional, related action as may be desirable.

29. ADOPT RESOLUTION NO. 26-60 APPROVING A SIDE LETTER OF AGREEMENT TO THE 2024–2028

MEMORANDUM OF UNDERSTANDING BETWEEN THE CITY OF MONTEBELLO AND THE MONTEBELLO

EXECUTIVE MANAGEMENT ASSOCIATION (MEMA)

RECOMMENDATION: It is recommended that the City Council:

1. Adopt Resolution No. 26-60 approving a Side Letter of Agreement to the Memorandum of Understanding (MOU) between the City of Montebello and Montebello Executive Management Association (MEMA) effective July 1, 2024, through June 30, 2028; and

2. Take such additional, related action that may be desirable.

30. ADOPT RESOLUTION NO. 26-55 AUTHORIZING AN APPLICATION SUBMISSION TO THE CALIFORNIA ENERGY COMMISSION FOR THE GFO-25-607 – CLEAN TRANSPORTATION PROGRAM HYDROGEN INFRASTRUCTURE PROJECT OPPORTUNITY (HIPO) GRANT TO SUPPORT MONTEBELLO BUS LINES’ SCALABLE HYDROGEN INFRASTRUCTURE PROGRAM.

RECOMMENDATION: It is recommended that the City Council:

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1. Adopt Resolution No. 26-55 authorizing an application submission to the California Energy Commission (CEC) for the GFO-25-607–Clean Transportation Program Hydrogen Infrastructure Project Opportunity (HIPO) Grant, to support Montebello Bus Lines’ (MBL) Scalable Hydrogen Infrastructure Program (SHIP); and

2. Take such additional, related, action that may be desirable.

31. PAYMENT OF BILLS: ADOPT RESOLUTION NO. 26-57 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED AUGUST 12, 2026

RECOMMENDATION: It is recommended that the City Council:

1. Adopt Resolution No. 26-57 approving the Warrant Register dated August 12, 2026.

PUBLIC COMMENTS - CONTINUED

AB 1234 TRAVEL REPORTS
Members will provide a brief report on meetings attended at the expense of the local agency as required by Government Code Section 53232.3(d).

COUNCIL/AGENCY ORALS
Announcements and requests for future agenda items.
• Ric Alonzo, Councilmember

• Danielle Romero, Mayor Pro Tem

• Scarlet Peralta, Councilmember

• Salvador Melendez, Councilmember

• Georgina Tamayo, Mayor

CLOSED SESSION - CONTINUED

ADJOURNMENT
The City of Montebello will adjourn to the next Regular Meeting on August 26, 2026, at 6:00 p.m., which can be live- streamed at https://www.montebelloca.gov (Click on Live Stream).

I, Kimberly Guillen, Director of City Clerk Services for the City of Montebello, hereby certify that a copy of this agenda has been posted on or before Sunday, August 9, 2026, no later than 6:00 p.m.

Kimberly Guillen, Director of City Clerk Services

EXHIBIT - CITY OF MONTEBELLO FORECASTED AGENDA
Please note, the attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet. • CITY OF MONTEBELLO FORECASTED AGENDA

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ITEM # 5

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works

SUBJECT: ACCEPTANCE OF CITYWIDE SIDEWALK IMPROVEMENTS PROJECT (CP 941) – NOTICE OF COMPLETION

DATE: August 12, 2026

RECOMMENDATIONS:

It is recommended that the City Council:

1. Accept the Citywide Sidewalk Improvements Project (CP 941) as completed by Precision Concrete Cutting, Inc.; and

2. Approve the final contract amount with Precision Concrete Cutting, Inc. for the Citywide Sidewalk Improvements Project (CP 941) in the amount of $999,851; and

3. Approve the Final Total Project Budget (Attachment A); and

4. Authorize the City Clerk to execute, verify and file the Notice of Completion (Attachment B) with the Los Angeles County Registrar-Recorder; and

5. Authorize the release of the retention payment of $49,993 due to Precision Concrete Cutting, Inc. following the mandatory waiting period from the date the Notice of Completion is recorded; and

6. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The final project budget, as detailed in Attachment A, reflects the City Council’s previously approved contract amount of $1,000,000 for Citywide Sidewalk Improvements (CP 941). Additionally, Attachment A shows total expenses for the project amounting to $999,851. This leaves a remaining balance of $149 in the Measure M fund (Account No. 222-99-7116 — Measure M, Non-Departmental, Improvements Other than Building) which is available for reprogramming for other Capital Improvement Program (CIP) projects.

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BACKGROUND/DISCUSSION:

Sidewalk trip hazards are vertical lifts typically caused by tree roots. Pedestrians may catch their foot on the vertical lift, causing a trip and potential injury, which could lead to a liability claim. Trees primarily lift sidewalks from the growth of roots, especially large surface roots that expand. In urban areas, such as parkways, soil space is limited and compacted; roots often grow laterally just beneath the surface. As these roots grow, they exert upward pressure on the concrete sidewalk panels above, eventually causing the panels to crack or lift. Since concrete cannot flex, gradual root expansion can lead to significant damage to the sidewalk over time as trees grow.

The Sidewalk Improvement Project (CP 941) horizontally cut a concrete sidewalk panel that was categorized with a lift between ¼” and 2 ½”. Through an inspection survey conducted by Precision Concrete Cutting Inc. between July and September 2024 across all City Council districts, a total of 16,073 trip hazards were identified, each involving vertical elevation changes as defined by the Americans with Disabilities Act (ADA).

The City of Montebello is currently a member of Public Risk Innovation Solutions and Management (PRISM), which is a franchise partner of Precision Concrete Cutting.

Through this professional partnership, PRISM offers a standardized service rate to all member agencies. With this arrangement, each member, including the City of Montebello, can utilize Precision Concrete Cutting’s services by attaching to PRISM’s Master Service Agreement (MSA), simplifying the procurement process and ensuring consistent pricing.

Precision Concrete Cutting Inc.'s specialized sidewalk shaving method has enabled the City of Montebello to address sidewalk trip hazards in a more efficient and cost-effective manner than traditional concrete grinding or asphalt patching. The process minimizes disruptions to pedestrian access while meeting ADA and Occupational Safety and Health Administration (OSHA) standards. By proactively eliminating sidewalk hazards, the City has also reduced a major source of pedestrian-related liability claims.

The Sidewalk Improvement Project (CP 941) has been completed, correcting trip hazards at the majority of identified sidewalk locations throughout the City. The project enhanced pedestrian safety and accessibility, improved ADA compliance, and reduced the City's exposure to potential liability. In addition, the improvements extended the useful life of existing sidewalks, providing a practical and economical approach to maintaining the City's pedestrian infrastructure.

ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

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SUMMARY:

Staff recommends City Council accept the Project as completed, approve the Final Project Budget (Attachment A), authorize the City Clerk to execute, verify and file the Notice of Completion with the Los Angeles County Registrar-Recorder and authorize the City Manager to release the retention payment due to Precision Concrete Cutting, Inc. following the mandatory waiting period from the date the Notice of Completion is recorded.

ATTACHMENT(S)

1. Attachment A - Final Project Budget (CP 941)

2. Attachment B - Notice of Completion

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Project Expenses Final Cost
Invoice #1 $115,341.67
Invoice #2 $200,509.33
Invoice #3 $217,347.35
Invoice #4 $198,147.23
Invoice #5 $218,512.75
Retention $ 49,992.55
Total Project Cost: 999,850.87$
Project Funding Budget Amount
Awarded Construction Contract to Precision Concrete Cutting on September 24, 2025 City Council Meeting 1,000,000.00$
Total Project Budget: 1,000,000$
Remaining Project Funds: 149.13$
Sidewalk Improvement Project (CP 941)
Attachment A

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RECORDING REQUESTED BY

CITY OF MONTEBELLO

AND WHEN RECORDED MAIL TO

NAME CITY OF MONTEBELLO

CITY CLERK
STREET 1600 W Beverly Blvd.

ADDRESS
CITY Montebello,

STATE CA
ZIP 90640

SPACE ABOVE LINE FOR RECORDERS USE
________________________________________________________________________________________________________________________________________________

NOTICE OF COMPLETION
Notice pursuant to Civil Code Section 3093, must be filed within 10 days after completion. (See reverse side for complete req uirements.) Notice is hereby given that:

1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described:

2. The full name of the owner is City of Montebello

3. The full address of the owner is 1600 W Beverly Blvd., Montebello, CA 90640

4. The nature of the interest or estate of the owner is: in fee. (if other than Fee, strike “In fee” and insert, for example, “purchaser under contract of purchase”, or “lessee”)

5. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are:

NAMES ADDRESSES
_______________________________________________________________________________________________

6. The full names and addresses of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work or improvements herein referred to:

NAMES ADDRESSES
____________________________________________________________________________________________

7. A work of improvement on the property hereinafter described was completed on August 12, 2026. The general scope of work consisted of horizontally saw cutting concrete sidewalk panels with vertical lifts between ¼ inch and 2½ inches to eliminate trip hazards. Sidewalk lifts, are typically caused by tree roots, creat ing a tripping hazard that may result in pedestrian injury.

8. The name of the contractor, if any, for such work of improvement was Precision Concrete Cutting, Inc.

September 24, 2025
(If no contractor for work of improvement as a whole, insert “None”) (Date of Contract)

9. The property on which said work of improvement was completed is in the City of Montebello County of Los Angeles, State of CA, and is described as follows: Citywide Sidewalk Improvements Project (CP 941) Director of Public Works / City of Montebello___
(Signature of Owner or corporate officer of Owner named in paragraph 2, or his agent)

VERIFICATION
I, the undersigned, say: I am the City Clerk of the City of Montebello, the declarant of the foregoing Notice of Completion:

I have read said Notice of Completion and know the contents thereof; the same is true to my own knowledge. I declare under p enalty of perjury that the foregoing is true and correct.

Executed on _________________, 2026 at City of Montebello, Montebello, CA __________________________________________________ (Personal signature of the individual who is swearing that the contents of the Notice of Completion are true)
Attachment B

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DO NOT RECORD

REQUIREMENTS AS TO NOTICE OF COMPLETION

A notice of completion must be filed for record WITHIN 10 DAYS after completion of the work of improvement (to be computed exclusive of the day of completion), as provided in Civil Code Section 3093.

The “owner” who must file for record a notice of completion of a building or other work of improvement means the owner (or his successor in -interest at the date the notice is filed) on whose behalf the work wa s done, though his ownership is less than the fee title.

For example, if A is the owner in fee, and B, lessee under a lease, causes a building to be constructed, then B, or whoever has succeeded to his interest at the date the notice is filed, must file the notice.

If the ownership is in two or more persons as joint tenants or tenants is common, the notice may be signed by any one of the co -owners (in fact, the foregoing form is designed for giving of the notice by only one cotenant), but the names and ad dresses of the other co-owners must be stated in paragraph 5 of the form.

Note that any Notice of Completion signed by a successor in interest shall recite the names and addresses of his transferor or transferors.

In paragraphs 3, 5 and 6, the full address called for should include street number, city, county and state.

As to paragraphs 7 and 8, this form should be used only where the notice of completion covers the work of improvement as a whole. If the notice is to be given only of completion of a par ticular contract, where the work of improvement is made pursuant to two or more original contracts, then this form must be modified as follows: (1) Strike the words “A work of improvement” from paragraph 6 and insert a general statement of the kind of work done or materials furnished pursuant to such contract (e.g., “The foundations for the improvements”); (2) Insert the name of the contractor under the particular contract in paragraph 7.

In paragraph 9, insert the full, legal description, not merely a street address or tax description. Refer to deed or policy of title insurance. If the space provided for description is not sufficient, a rider may be attached.

In paragraph 10, show the street address, if any, assigned to the property by any competent public or governmental authority.

This standard form covers most usual problems in the field indicated. Before you sign, read it, fill in all blanks, and make chang es proper to your transaction. Consult a lawyer if you doubt the form’s fitness for your purpose.

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ITEM # 6

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Fernando Pelaez, Fire Chief
Andrew Kim, Senior Management Analyst

SUBJECT: APPROVE BLANKET PURCHASE ORDERS WITH ALLSTAR FIRE EQUIPMENT, GALLS LLC, HARDY AUTO PARTS, L.N. CURTIS AND

SONS, MES SERVICE COMPANY, ZOLL MEDICAL CORPORATION,

AND LIFE-ASSIST INC FOR THE ACQUISITION OF FIRE

DEPARTMENT EQUIPMENT AND SUPPLIES

DATE: August 12, 2026

RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve a blanket purchase order with Allstar Fire Equipment, Inc for personal protective equipment and fire-related supplies for a not-to-exceed amount of $150,000; and

2. Approve a blanket purchase order with Galls LLC for personal protective equipment and fire-related supplies for a not-to-exceed amount of $150,000; and

3. Approve a blanket purchase order with IB Auto Parts Inc. (DBA Hardy Auto Parts) for vehicle-related equipment and supplies for a not-to-exceed amount of $100,000; and

4. Approve a blanket purchase order with L.N. Curtis and Sons for fire-related supplies for a not-to-exceed amount of $200,000; and

5. Approve a blanket purchase order with MES Service Company LLC for personal protective equipment and fire-related supplies for a not-to-exceed amount of $150,000; and

6. Approve a blanket purchase order with Zoll Medical Corporation GPO for fire and emergency medical-related equipment and supplies for a not-to-exceed amount of $100,000; and

7. Approve a blanket purchase order with Life-Assist Inc for fire and emergency medical-related equipment and supplies for a not-to-exceed amount of $150,000; and

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9. Take such additional, related actions that may be desirable.

FISCAL IMPACT:

Approval of these blanket purchase orders will establish a combined not-to-exceed expenditure authority of $1,000,000 for Fiscal Year 2026-27 (Attachment A). With the additional $25,000 per vendor authorization approved on an as-needed basis, the total maximum expenditure authority is $1,175,000 across all vendors for Fiscal Year 2026-

27. The authority requested includes establishing blanket purchase orders with Allstar Fire Equipment, Galls LLC, Hardy Auto Parts, L.N. Curtis and Sons, MES Service, Zoll Medical Corporation, and Life-Assist Inc. Funding for these purchases is available in the adopted FY 2026-27 Fire Department operating budget, and no additional appropriations are required at this time. The approval of these blanket purchase orders ensures fiscal planning for the current fiscal year while maintaining compliance with the City’s purchasing policies.

BACKGROUND/DISCUSSION:

The Fire Department relies on a limited number of specialized vendors to provide essential personal protective equipment, emergency medical supplies, and other firefighting equipment to ensure firefighter safety and sustain emergency response capability. Some of these vendors are considered “Sole Source” for specialized or exclusive products carried by their organizations. For some of these vendors, staff will use the authority of Montebello Municipal Code Chapter 3.20.050(C) Standardization of Goods and/or Services to purchase consistent public safety equipment to ensure the interoperability of the Fire Department.

Allstar Fire Equipment, Inc., Galls LLC, L.N. Curtis and Sons, and MES Service Company LLC provide protective clothing, equipment, and fire suppression tools. IB Auto Parts Inc. (DBA Hardy Auto Parts) provides the necessary vehicle-related parts and maintenance support for the department’s fleet. Life-Assist Inc supplies emergency medical equipment and medication, and Zoll Medical Corporation GPO supplies critical emergency medical devices, including defibrillators, cardiac monitors, and related equipment.

In 2022, Fire Department staff submitted a similar staff report with regularly used vendors to establish a continuity of operations and allow for the City to project and budget expenses for the subsequent three fiscal years. Additionally, in October 2025, the Fire Department submitted a similar staff report listing many of these vendors for authorization for Fiscal Year 2025-26. This staff report seeks to establish authorization to procure

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Page 3 of 3 ends

essential public safety equipment by establishing blanket purchase orders for Fiscal Year 2026-27 (Attachment A).

ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

SUMMARY:

The approval of blanket purchase orders with Allstar Fire Equipment, Galls LLC, Hardy Auto Parts, L.N. Curtis, MES Service, Zoll Medical Corporation, and Life Assist Inc will allow the Fire Department to meet current operational needs. By establishing blanket purchase orders for Fiscal Years 2026-27 (Attachment A), the department will have the ability to procure critical equipment and supplies without delay, maintain operational readiness, and ensure uninterrupted service to the community.

ATTACHMENT(S)

1. Attachment A - Table of Compensation for FY 2026-27

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Attachment A

Table of Compensation FY 2026-27

FY 2026-27
POs POs with Additional
$25,000 Authority
All Star Fire Equipment $ 150,000.00 $ 175,000.00
Galls LLC $ 150,000.00 $ 175,000.00
IB Auto Parts Inc. (DBA Hardy Auto Parts) $ 100,000.00 $ 125,000.00 L.N. Curtis and Sons $ 200,000.00 $ 225,000.00
MES Service Company $ 150,000.00 $ 175,000.00
Zoll Medical Corporation GPO $ 100,000.00 $ 125,000.00
Life-Assist Inc $ 150,000.00 $ 175,000.00
Total $1,000,000 $1,175,000

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ITEM # 7

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Fernando Pelaez, Fire Chief
Andrew Kim, Senior Management Analyst

SUBJECT: APPROVE AMENDMENT NO. 1 TO AGREEMENT NO. 4347 BETWEEN

THE COUNTY OF LOS ANGELES AND THE CITY OF MONTEBELLO
TO ACCEPT FISCAL YEAR 2026-27 MEASURE A HOMELESS

FUNDING

DATE: August 12, 2026

RECOMMENDATIONS:

It is recommended that the City Council:

2. Amend the Fiscal Year 2026-27 budget by increasing appropriations by $531,574 in Account No. 261-85-867-6040.95 (Measure A - LA County Homeless, Fire, Measure A - LA County Homeless, Other Professional Services [expenditures]), and $531,574 in Account No. 261-99-4198.28 (Measure A - LA County Homeless, Miscellaneous - Measure A - LA County Homeless [revenue]); and,

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

Acceptance of Measure A funding in the amount of $531,574 will provide vital financial support to supplement funding for the City’s Operation Stay Safe (OSS) program ("Tiny Homes"). Operation Stay Safe has been previously funded through various sources, including Los Angeles County homeless sales tax Measure H , funding from the San Gabriel Valley Council of Governments (SGVCOG), and the Cal ICH Encampment Grant.

However, funding from the SGVCOG and Cal ICH Encampment Grant has ended.

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Measure A funding can supplement some of the prior funding to allow the City to continue providing this program to the community.

The recommended action would amend the Fiscal Year 2026-27 budget by increasing appropriations by $531,574 in Account No. 261-85-867-6040.95 (Measure A - LA County Homeless, Fire, Measure A - LA County Homeless, Other Professional Services [expenditures]), and $531,574 in Account No. 261-99-4198.28 (Measure A - LA County Homeless, Miscellaneous Grants - Measure A - LA County Homeless [revenue]).

BACKGROUND/DISCUSSION:

In 2022, the City of Montebello launched Operation Stay Safe ("Tiny Homes"), a transitional housing initiative that provides 30 single-bed units and wraparound supportive services for individuals experiencing homelessness. Located at 2000 Flotilla Street, the program prioritizes Montebello residents and serves as a major asset for the Montebello Community Assistance Program (MCAP) operated by the Montebello Fire Department. Through MCAP, the City provides homeless outreach, case management and assistance in transitioning individuals from interim housing to permanent housing, both within Montebello and in neighboring communities.

The program has historically relied on a mix of funding sources, including Los Angeles County homeless sales tax Measure H, the SGVCOG, and the Cal ICH Encampment Grant. As several of these funding streams have ended, the City has been seeking alternative resources to ensure the program’s continuity.

Measure A, approved by Los Angeles County voters on November 5, 2024, replaces Measure H and establishes an ongoing half-cent sales tax effective April 1, 2025.

Measure A maintains support for critical homelessness services while expanding funding for affordable housing construction, homelessness prevention, and support for vulnerable renters. A significant component of Measure A is the Local Solutions Fund (LSF)—an annual allocation that directs funding to all 88 cities in Los Angeles County, Councils of Government (COGs), and unincorporated areas. LSF funding is based on a formula that uses Point-in-Time homeless count data and U.S. Census data as a proxy for homelessness and housing instability.

The City of Montebello has been allocated $531,574 in Measure A LSF funds for Fiscal Year 2026–27. Acceptance of these funds will assist with continuing the operation of Operation Stay Safe and allow the City to fulfill Measure A's objectives of transitioning individuals into permanent housing, preventing homelessness, and preserving housing stability for at-risk residents. In compliance with Measure A requirements, the City will demonstrate accountability through ongoing reporting, data sharing, and adherence to best practices.

ENVIRONMENTAL:

N/A

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ANALYSIS:

The continuation of Operation Stay Safe is essential to addressing homelessness in Montebello. Since its inception, the program has proven effective in transitioning individuals from interim housing to permanent housing within Montebello and neighboring communities. MCAP staff provides direct outreach and case management, helping clients navigate housing systems and access needed resources.

Previous funding sources, including the SGVCOG and Cal ICH grants have ended and the City’s receipt and utilization of Measure A funds is an effort to ensure uninterrupted services and housing stability for vulnerable populations.

The Measure A allocation of $531,574 will help fund operations for the City’s Operation Stay Safe, allowing MCAP staff to continue offering individualized care and transitional housing support to our most at-risk residents.

SUMMARY:

The City of Montebello remains committed to innovative and compassionate solutions to homelessness. Operation Stay Safe has been a successful model for transitional housing and supportive services, serving dozens of individuals each year. Approval of Amendment No. 1 to Agreement 4347 (Attachment A) with Los Angeles County will enable the City to continue making measurable progress in its efforts to reduce homelessness.

Staff recommends the City Council accept the Measure A funds and authorize the City Manager to execute Amendment No. 1 to Agreement No. 4347 (Attachment A) to support this critical program; and amend the Fiscal Year 2026-27 budget by increasing appropriations by $531,574 in Account No. 261-85-867-6040.95 (Measure A - LA County Homeless, Fire, Measure A - LA County Homeless, Other Professional Services [expenditures]), and $531,574 in Account No. 261-99-4198.28 (Measure A - LA County Homeless, Miscellaneous Grants - Measure A - LA County Homeless [revenue]).

ATTACHMENT(S)

1. ATTACHMENT A - AMENDMENT 1 TO AGREEMENT NO. 4347 – AGREEMENT WITH THE COUNTY OF LOS ANGELES FOR FY2026-27 MEASURE A FUNDING

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ITY OF MONTEBELLO
AM
ENDMENT 1 TO AGREEMENT NO. 4347 – AGREEMENT WITH THE COUNTY OF LOS ANGELES FOR FY2026-27 MEASURE A FUNDING

ATTACHMENT A

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FUNDING AGREEMENT

BETWEEN COUNTY OF LOS ANGELES AND

CITY OF MONTEBELLO
FOR

LOCAL SOLUTIONS FUND

CONTRACT NUMBER: HI-25-009

AMENDMENT ONE

THIS AMENDMENT ONE is made and entered into this by and between

COUNTY OF LOS ANGELES
(hereinafter referred to as “County”),

and

CITY OF MONTEBELLO
(hereinafter referred to as "City"
or “Local Jurisdiction”)

The County and Local Jurisdiction shall collectively be referred to as "Parties".

RECITALS:

WHEREAS, reference is made to that certain document entitled " FUNDING AGREEMENT

BETWEEN COUNTY OF LOS ANGELES AND CITY OF MONTEBELLO FOR LOCAL SOLUTIONS FUND," dated July 1, 2025, and identified as County Contract No. HI -25-009, together with any amendments thereto (collectively, the "Contract" or "Agreement"), which was entered into by the Chief Executive Office, on behalf of the County, and Local Jurisdiction; WHEREAS, on November 4, 2024, the voters of Los Angeles County approved the Affordable Housing, Homelessness Solutions, and Prevention Now Transactions and Use Tax Ordinance ("Measure A" or the "Ordinance"), a one- half cent sales tax countywide, to fund critical programs designed to reduce and prevent homelessness within the County;

WHEREAS, the County has received a portion of the proceeds from the tax imposed by Measure A for Comprehensive Homelessness Services, the Local Solutions Fund, and Homelessness Solutions Innovations which it distributes to eligible programs and services in accordance with Measure A;

WHEREAS, pursuant to Measure A, the County shall allocate funds from the Local Solutions Fund to cities, councils of governments, and/or the County on behalf of its unincorporated areas;

WHEREAS, on March 25, 2025, the County Board of Supervisors ("Board"), in consultation with cities within the County, determined that Formula 4, based on 90% of the multi-year average point- in-time count and 10% of the American Community Survey proxy data, is the appropriate method for distributing Local Solutions Fund to cities, councils of governments, and to the County on behalf of its unincorporated areas;

WHEREAS, services and programs funded by the Local Solutions Fund shall support a variety of services and programs aimed at addressing homelessness, including but not limited to physical and mental health care, emergency housing, permanent housing, job counseling, substance use 1

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FUNDING AGREEMENT FOR LOCAL SOLUTIONS FUND
CONTRACT NO. HI-25-009, AMENDMENT ONE

disorder treatment, short-term rental subsidies, and other related services, as well as the collection and analysis of data to assess the effectiveness of such services and programs;

WHEREAS, services and programs funded by Local Solutions Fund shall contribute to achieving the five outcome goals outlined in Measure A by demonstrating measurable progress from baseline metrics toward target metrics ("Metrics") as adopted by the Board on March 25, 2025;

WHEREAS, services and programs funded by the Local Solutions Fund must align with the purposes enumerated in Measure A and the Regional Plan adopted by the Board on March 25, 2025, which sets goals and objectives to reduce homelessness and expand affordable housing in accordance with Measure A;

WHEREAS, services and programs funded by the Local Solutions Fund shall adhere to best practices for the standardization of care, including but not limited to facilitating connections to behavioral and mental health services, medical care, and other services, and create connections to mainstream safety net programs supported by County, State, and federal funds, including connections to medical and mental health care and other entitlement programs;

WHEREAS, the Local Jurisdiction agrees to perform its obligations under this Agreement in a manner consistent with and supportive of the goals and purposes outlined in Measure A, and the Metrics, Regional Plan, and best practices for the standardization of care;

WHEREAS, the Parties entered into this Agreement to formalize the allocation of Measure A funds, which is approved by the Board annually, establish accountability measures, and ensure the effective use of Measure A funds to achieve the stated goals in Measure A to prevent and reduce homelessness and increase access to affordable housing, subject to all the conditions required by Measure A;
WHEREAS, on April 1, 2025, the Board directed the implementation of a new department, the Department of Homeless Services and Housing (HSH), dedicated to serving people who are experiencing or at risk of homelessness; effective January 1, 2026; WHEREAS, on November 18, 2025 the Board authorized the Director of HSH, or designee, in consultation with County Counsel, to enter into , execute, amend, or terminate any and all agreements and documents including new or existing agreements, required or deemed necessary or appropriate for the administration, allocation, and distribution of the County’s portion of the Measure A funds, including the allocation of Local Solutions Funds to cities, councils of governments, and the County on behalf of its unincorporated areas, w ith such authority effective January 1, 2026; and
WHEREAS, the County and Local Jurisdiction mutually agree that it is to both of their benefit to amend the Agreement to: (1) reflect the transfer of administrative responsibility from CEO to HSH including revising Section XV(A). Notices, Reports, Invoices, and Approvals; (2) increase the maximum amount of the Agreement by $531,574 for a new total contract amount not to exceed $1,149,301; (3) revise the date specified in Section VII (B). Recruitment and Retention of Homelessness Service And Prevention Workers; and (4) replace Exhibit A, Project Description and Budget, in its entirety with Exhibit A -1, Project Description and Budget, which sets forth revised program descriptions, key performance indicators, and budget allocations under the Agreement.

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FUNDING AGREEMENT FOR LOCAL SOLUTIONS FUND
CONTRACT NO. HI-25-009, AMENDMENT ONE

NOW THEREFORE, in consideration of the mutual benefits derived therefrom, it is agreed between the parties that County Contract No. HI-25-009 shall be amended as follows:

1. This Amendment One will become effective on the later of July 1, 2026 , or the date it is executed by the Director of the Department of Homeless Services and Housing ("HSH") or designee.

2. Effective January 1, 2026, this Agreement is administered by HSH. All references in the Agreement to Chief Executive Officer (“CEO”) shall henceforth be deemed to refer to HSH.

3. Section III(A). Funding Allocation, shall be deleted in its entirety and replaced as follows:

A. Amount of Funds: Local Jurisdiction shall receive a portion of County's Measure A allocation in an amount not to exceed the total budget listed in Exhibit A -1, Project Description and Budget, as adjusted by the County contingent upon the County’s receipt of allocated Measure A funds and annual approval by the Board. Funds are to implement programs and services aimed at preventing and reducing homelessness and increasing access to affordable housing (the "Project"), subject to Measure A, and as further described in this Agreement and Exhibit A -1, Project Description and Budget, which is attached and incorporated herein by reference.

Local Jurisdiction agrees to use Funds as described in Exhibit A -1, Project Description and Budget. The County reserves the right, in its sole discretion, to adjust the Local Solutions Fund allocation based on actual Measure A tax revenues received by the County. The Local Jurisdiction shall have no claim against the County for payment of any money or reimbursement, of any kind whatsoever, for any Project approved by the Local Jurisdiction after the expiration or other termination of this Agreement. Should the Local Jurisdiction receive any payment of Funds for such Projects, it shall immediately notify the County and shall immediately repay all such Funds to the County. Payment by the County for Project rendered after the expiration and/or termination of this Agreement shall not constitute a waiver of the County’s right to recover such payment from the Local Jurisdiction. This provision shall survive the expiration or other termination of this Agreement.

4. Section VII(B). Recruitment and Retention of Homelessness Service And Prevention Workers, shall be deleted in its entirety and replaced with:

B. The requirements under Section VII.A. shall be fully implemented and enforced by July 1, 2027, to allow for necessary administrative, budgetary, and contractual adjustments while ensuring compliance with Measure A. During the transition period, Local Jurisdiction shall coordinate with the County to align all Measure A - funded social services positions with the requirements set forth in this Section to the maximum extent feasible.

5. Section XV(A). Notices, Reports, Invoices, and Approvals, is updated to reflect new email addresses for County Representative as follows:

Name: Marco Santana, County Project Manager
Email: [email protected]
And copy
[email protected]

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FUNDING AGREEMENT FOR LOCAL SOLUTIONS FUND
CONTRACT NO. HI-25-009, AMENDMENT ONE

6. Exhibit A, Project Description and Budget, shall be replaced in its entirety by Exhibit A-1 , Project Description and Budget, attached hereto and incorporated herein by reference. All references to Exhibit A shall hereafter be replaced by Exhibit A-1.

Except for the changes set forth herein above, the Agreement shall not be changed in any respect by the Amendment One.

//
//
//
//
//

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FUNDING AGREEMENT FOR LOCAL SOLUTIONS FUND
CONTRACT NO. HI-25-009, AMENDMENT ONE

IN WITNESS WHEREOF, the parties hereto have executed this Amendment One:

COUNTY OF LOS ANGELES

By
SARAH MAHIN Date
Director, Department of Homeless Services and Housing

APPROVED AS TO FORM FOR THE COUNTY:

DAWYN R. HARRISON
County Counsel

By
Ana Lai
Senior Deputy County Counsel

CITY OF MONTEBELLO

By___________________________

Print Name ___________________

Title_________________________
5

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EXHIBIT A-1

PROJECT DESCRIPTION AND BUDGET
City of Montebello
HI-25-009

I. O VERVIEW
This Agreement between the County of Los Angeles ("County") and Montebello ( “Local Jurisdiction” or "City") allocates funds from the County's Local Solutions Fund ("LSF"), which are authorized under Measure A to support local homelessness solutions, including prevention efforts, services, and affordable housing. The funds will support the Local Jurisdiction's project as outlined herein.

II. PROJECT DESCRIPTION
a. Project Statuses
The following reflects all projects/programs ("Projects") under the Agreement. Each Project, including any Project added through this Amendment, is designated as one of the following:

i. Ongoing – Eligible for continued expenditures
ii. New – Eligible for new expenditures
iii. Terminated – No longer eligible for any expenditures iv. Close-Out – Not eligible for additional funding allocations but may continue to expend previously allocated funds
b. Eligible Use Grouping 1
This following project(s) falls under the eligible uses of LSF, specifically, Eligible Use, Group 1, as outlined in the County's Measure A Local Solutions Fund Eligible Uses, Section

1.2. Activities under Eligible Use, Group 1 must directly contribute to achieving Measure A Goal 1 (reducing unsheltered homelessness) or Goal 3 (increasing permanent housing placements) and may include the following: homeless prevention; permanent housing for PEH; interim housing for PEH; expedited placements in permanent housing for PEH; employment services for PEH; or enhanced services for Transition-Age Youth and children experiencing or at-risk of homelessness.
6

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Amendment One: Ongoing - Updates the Project Description, Target Outcomes, and Budget
1A: Eligible Use Interim Housing (IH) for PEH
Project Operations - Non-Congregate Shelter Site
Project Description

The funds support the continued operation of the City’s Operation Stay Safe, a transitional tiny home village located in the City ("Project"). The site has 30 tiny home units which will house individuals experiencing homelessness in the City. The site provides bridge housing, a temporary placement, while
connecting clients to permanent housing. These funds will cover a portion of the daily bed rate for 30 beds x 365 days, which includes costs of staffing, program supplies such as food and transportation, and maintenance. The Project specifically targets adult individuals experiencing homelessness in the City.

Project Specific Key
Performance Indicators
(PS-KPI) and Target
Outcomes (PS-TO)

PS-KPI: Number of PEH placed in interim housing during each annual funding period.
• Year One PS-TO: 32 unique PEH*
• Year Two PS-TO: 28 unique PEH
Total PS-TO: 60 unduplicated PEH
PS-KPI: Number of PEH transitioned to a permanent housing placement during each annual funding period.
• Year One PS-TO: 11 unique PEH
• Year Two PS-TO: 10 Unique PEH
Total PS-TO: 21 unique PEH
Measure A Goals and
Target Metric

Alignment with Measure A Goal #1: Increase the number of people moving from encampments into permanent housing to reduce unsheltered homelessness.

Target Metric 1c: Increase by 32 percent the rate of people moving into interim housing from unsheltered settings from a baseline of 34 percent in fiscal year 2023 -24 to a target of 45 percent in 2030.
* Amendment One revises the PS-TO to align it with the portion of the Project funded under this Agreement.

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III. PROJECT BUDGET
Total Agreement Sum: Not to Exceed $1,149,301
The budget
below reflects the maximum amount of Measure A funding from County that Local Jurisdiction may receive for the applicable Fiscal Year (FY), subject to the County Board of Supervisors' ("Board") annual approval. Any increase in funding for a given fiscal year is at the sole discretion of the County and must be formally implemented through a written amendment to this Agreement. All funds approved and allocated by the County Board are made available throughout the term of the Agreement, in accordance with the budget set forth in this exhibit. • Y
ear One (FY 2025 – 2026 Allocation): Up to: $617,727
• Year Two (FY 2026 – 2027 Allocation): Up to $531,574
BUDGET
Project Year 1 Year 2 Total
Budget
1A Shelter Operations $617,727 $531,574 $1,149,301
TOTAL AMOUNT $617,727 $531,574 $1,149,301
8

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ITEM # 8

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works

SUBJECT: AUTHORIZATION TO SUBMIT A SOUTHERN CALIFORNIA EDISON (SCE) SECONDARY LAND USE INTAKE FORM FOR PROPOSED

WALKING AND BIKING PATH IMPROVEMENTS ON SCE PROPERTY

DATE: August 12, 2026

RECOMMENDATIONS:

It is recommended that the City Council:

2. Authorize the City Manager, or designee, to execute all necessary documents related to the submission; and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

There is no fiscal impact associated with submitting the SCE Secondary Land Use Intake Form. Any future phases, including design, environmental review, and construction will require separate analysis and will be presented to the City Council for future consideration.

BACKGROUND/DISCUSSION:

Southern California Edison (SCE) owns various utility corridor properties throughout the region, including segments that pass through or adjacent to areas within the City of Montebello. SCE’s Secondary Land Use Program allows municipalities and public agencies to explore use of these utility corridor properties for a variety of public benefit purposes, subject to safety constraints and operational compatibility.

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In alignment with the City’s goals to expand active transportation facilities and improve walkability and connectivity, staff has identified portions of SCE-owned land as viable locations for a future walking and biking path. These improvements support the City’s ongoing efforts to promote sustainable transportation, recreation, and environmental stewardship.

The proposed project involves developing a multi-use walking and biking path along an SCE utility corridor, complemented by drought-tolerant, low-maintenance xeriscape landscaping. The area in question (Attachment B) is located south of Via Campo between Findlay Avenue and Hendrick Street, south of Beverly Boulevard and west of Findlay Avenue, and between Findlay Avenue and Brady Avenue.

Beyond serving as a mobility enhancement, the project presents a notable opportunity to repurpose underutilized land for community benefit. Potential Community Benefits include:
• Improved Connectivity: The path would provide a safe, continuous route for pedestrians and cyclists, connecting residential neighborhoods, parks, schools, and commercial areas.
• Enhanced Public Safety: Creating a designated pathway encourages safe, separate non-vehicular travel and reduces potential conflicts between motorists, cyclists, and pedestrians.
• Health and Wellness: The project encourages physical activity and outdoor recreation, supporting community health goals and increasing opportunities for walking, running, and biking.
• Environmental Sustainability: xeriscape landscaping reduces water consumption, supports native habitat, and minimizes long-term maintenance needs. Increased pedestrian and bicycle use can also reduce vehicle emissions. • Aesthetic and Community Identity Improvements: Transforming utility corridor land into a landscaped, accessible amenity improves visual character and reinforces Montebello’s commitment to enhancing public spaces.
• Economic and Quality-of-Life Benefits: Attractive and accessible public amenities can contribute to neighborhood vitality, support nearby businesses, and enhance overall community livability.

To initiate SCE’s evaluation, submission of the Secondary Land Use Intake Form is required. This intake process allows SCE to assess the feasibility of the proposed improvements, review safety and operational considerations, and determine whether the corridor can be made available for public use. Submitting the form does not commit the City to construction; it simply allows staff to explore whether the project is viable and advance discussions with SCE.

ENVIRONMENTAL:

Submission of the intake form does not constitute a project under the California Environmental Quality Act (CEQA). Any future improvements would be subject to their

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own CEQA review once project details are developed.

ANALYSIS:

N/A

SUMMARY:

Staff recommend City Council authorize submission of the SCE Secondary Land Use Intake Form to enable the City to explore new opportunities to enhance active transportation, environmental stewardship, and public amenities through development of a walking and biking path on SCE property.

ATTACHMENT(S)

1. Attachment A - SCE Secondary Land Use Intake Form

2. Attachment B - SCE Greenbelt Exhibit

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REQUEST FOR SECONDARY LAND USE – INTAKE AND REFERRAL
PREPARED BY: DATE:

REQUESTING PARTY INFO
REQUESTING PARTY:
(Company, City, etc.)
CONTACT:
(Person’s Name)
ENTITY:
(Company, Individual, etc.)
PHONE: FAX: EMAIL:

ENTITY’S ADDRESS: CITY: STATE: ZIP:

RIGHT-OF-WAY REQUESTED
PROPERTY ADDRESS: CITY: COUNTY/AREA:
(Thomas Guide Pg., if available)
PROPERTY CROSS STREETS:
(with North, South, East, West identifier)
OTHER DESCRIPTIONS:

ASSESSOR PARCEL #:

INTENDED USE
GENERAL DESCRIPTION:

DURATION OF USE:

LOW INTENSITY USES (CHECK ALL THAT APPLY)
GREENBELTS (grass, shrubs, and trees) TEMPORARY ACTIVITIES (i.e. Filming, Construction Laydown, etc.)

TRAILS FOR WALKING, HIKING, HORSEBACK RIDING & NON-MOTORIZED BIKING WIRELESS COMMUNICATION FACILITIES HORTICULTURE AND AGRICULTURE (i.e. Nurseries; Excludes community gardens) OVERFLOW PARKING OTHER:

NOTE: SCE DOES NOT PROVIDE INFORMATION ON EXISTING AGREEMENTS NOR PROVIDE A LISTING OF AVAILABLE PROPERTIES.

Attachment A

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Attachment B

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ITEM # 9

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works

SUBJECT: ACCEPTANCE OF RIO HONDO ACCESS IMPROVEMENT PROJECT SIGN (CP 924-2) – NOTICE OF COMPLETION

DATE: August 12, 2026

RECOMMENDATIONS:

It is recommended that the City Council:

1. Accept the Rio Hondo Access Improvement Project Sign (CP 924-2) as completed by Voltaire Engineering, Inc.; and

2. Approve the final contract amount with Voltaire Engineering, Inc. for the Rio Hondo Access Improvement Project Sign (CP 924-2) in the amount of $658,865; and

3. Approve the Final Total Project Budget (Attachment A); and

4. Amend the Fiscal Year 2026-27 budget by increasing appropriations by $258,865 in Account No. 600-90-910-6040.10 (Transit – Transportation Operations – Contract Services – Outside Contracts); and

5. Authorize the City Clerk to execute, verify and file the Notice of Completion (Attachment B) with the Los Angeles County Registrar-Recorder; and

6. Authorize the release of the retention payment of $32,943 due to Voltaire Engineering, Inc. following the mandatory waiting period from the date the Notice of Completion is recorded; and

7. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The final project budget, as detailed in Attachment A, reflects the City Council's previously approved budget amount of $400,000 for the Rio Hondo Access Improvement Sign (CP 924-2) electronic sign installation. Attachment A also identifies total project expenditures of $658,865, which includes change orders. To fund the project, staff appropriated $400,000 to Account No. 600-90-910-6040.10 (Transit, Transportation Operations,

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Contract Services – Outside Contracts), which included a construction contingency of $19,902 to address unforeseen conditions, project risks, or necessary changes encountered during construction.

Although the final project cost exceeded the approved contract amount, the additional work was necessary to address unforeseen field conditions encountered during construction. During excavation, the contractor discovered an abandoned roadway directly within the planned trench alignment. This unforeseen obstruction prevented installation of the required 3-inch electrical conduit at the minimum burial depth of 36 inches, which is necessary to meet applicable safety standards and protect the electrical infrastructure. To maintain compliance with installation requirements and ensure the long-term safety and integrity of the electrical system, the old roadway had to be demolished and removed before the conduit could be properly installed.

The contractor also encountered an existing concrete-encased storm drain. Due to the depth and location of the encasement, the original footing design had to be re-engineered to ensure the foundation maintained the required structural integrity. These unforeseen conditions resulted in additional construction costs beyond the original project budget.

To fully close out the project, a budget amendment of $258,865 in Account No. 600-90- 910-6040.10 (Transit, Transportation Operations, Contract Services – Outside Contracts) is necessary. This budget amendment will provide sufficient funding to cover the final project costs and complete project closeout.

BACKGROUND/DISCUSSION:

On June 2, 2022, the City entered into an agreement with Los Angeles County RPOSD for the Rio Hondo River Access Improvement Project (AIP). The Rio Hondo River AIP aims to improve connections from the Rio Hondo River entrance to Beverly Boulevard and Grant Rea Park. The project includes the addition of amenities such as an electronic sign (Phase II of the overall project).

The City successfully completed the first phase of the Rio Hondo Access Improvement Project as of June 11, 2025, which features ADA-accessible amenities, picnic areas, benches, bicycle racks, sustainable landscaping, and lighting. The installation of the electronic sign will provide the community with a reliable source of timely information, allowing residents to stay informed about City news, community programs, and upcoming local events. The sign will serve as an important communication tool that enhances public outreach and keeps residents connected with City services and initiatives.

ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

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SUMMARY:

Staff recommend City Council accept the Rio Hondo Access Improvement Project Sign (CP 924-2) project as complete; approve the Final Project Budget (Attachment A), including all authorized change orders; amend the Fiscal Year 2026-27 budget by increasing appropriations by $258,865 in Account No. 600-90-910-6040.10 (Transit, Transportation Operations, Contract Services – Outside Contracts); authorize the City Clerk to execute and record the Notice of Completion with the Los Angeles County Registrar-Recorder/County Clerk; and authorize the City Manager to release the retention payment to Voltaire Engineering, Inc. upon expiration of the statutory waiting period following recordation of the Notice of Completion.

ATTACHMENT(S)

1. Attachment A - Final Project Budget (CP 924-2)

2. Attachment B - Notice of Completion (CP 924-2)

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Project Expenses Final Cost
Invoice #001 91,390.00$
Invoice #002 199,071.08$
Invoice #003 70,632.03$
Invoice # CO-1 28,664.77$
Invoice #CO-2 11,536.69$
Invoice #CO-3 $ 28,952.39
Invoice #CO-4 $ 11,330.81
Invoice #CO-5 $ 68,266.08
Invoice #CO-6 $ 116,077.94
Retention $ 32,943.25
Total Project Cost: 658,865.03$
Project Funding Budget Amount
Construction Contract Award Amount (Awarded at the August 13, 2025 City Council Meeting) 380,098.00$
Construction Contingency (Awarded at the August 13, 2025 City Council Meeting) 19,902.00$ Total Project Budget: 400,000$
(258,865.03)$
Rio Hondo Access Improvement Project Phase II (CP 924-2) Sign Installation Attachment A

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RECORDING REQUESTED BY

CITY OF MONTEBELLO

AND WHEN RECORDED MAIL TO

NAME CITY OF MONTEBELLO

CITY CLERK
STREET 1600 W Beverly Blvd.

ADDRESS
CITY Montebello,

STATE CA
ZIP 90640

SPACE ABOVE LINE FOR RECORDERS USE
________________________________________________________________________________________________________________________________________________

NOTICE OF COMPLETION
Notice pursuant to Civil Code Section 3093, must be filed within 10 days after completion. (See reverse side for complete requirements.) Notice is hereby given that:

1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described:

2. The full name of the owner is City of Montebello

3. The full address of the owner is 1600 W Beverly Blvd., Montebello, CA 90640

4. The nature of the interest or estate of the owner is: in fee.

(if other than Fee, strike “In fee” and insert, for example, “purchaser under contract of purchase”, or “lessee”)

5. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are:

NAMES ADDRESSES

_______________________________________________________________________________________________

6. The full names and addresses of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work or improvements herein referred to:

NAMES ADDRESSES
____________________________________________________________________________________________

7. A work of improvement on the property hereinafter described was completed on August 12, 2026. The general scope of work consisted of installation of an Electrical Watchfire LED billboard display and establishing electrical connection through Southern California Edison.

8. The name of the contractor, if any, for such work of improvement was Voltaire Engineering, Inc.

August 13, 2025
(If no contractor for work of improvement as a whole, insert “None”) (Date of Contract)

9. The property on which said work of improvement was completed is in the City of Montebello County of Los Angeles, State of CA, and is described as follows: Rio Hondo Access Improvement Project Sign

Director of Public Works / City of Montebello___
(Signature of Owner or corporate officer of Owner named in paragraph 2, or his agent)

VERIFICATION

I, the undersigned, say: I am the City Clerk of the City of Montebello, the declarant of the foregoing Notice of Completion:

I have read said Notice of Completion and know the contents thereof; the same is true to my own knowledge. I declare under penalty of perjury that the foregoing is true and correct.

Executed on _________________, 2026 at City of Montebello, Montebello, CA __________________________________________________(Personal signature of the individual who is swearing that the contents of the Notice of Completion are true)
Attachment B

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DO NOT RECORD
R

EQUIREMENTS AS TO NOTICE OF COMPLETION
A
notice of completion must be filed for record WITHIN 10 DAYS after completion of the work of improvement (to be computed exclusive of the day of completion), as provided in Civil Code Section 3093.

T
he “owner” who must file for record a notice of completion of a building or other work of improvement means the owner (or his successor in- interest at the date the notice is filed) on whose behalf the work was done, though his ownership is less than the fee title.

I
f the ownership is in two or more persons as joint tenants or tenants is common, the notice may be signed by any one of the co- owners (in fact, the foregoing form is designed for giving of the notice by only one cotenant), but the names and addresses of the other co-owners must be stated in paragraph 5 of the form.

N
ote that any Notice of Completion signed by a successor in interest shall recite the names and addresses of his transferor or transferors.

I
n paragraphs 3, 5 and 6, the full address called for should include street number, city, county and state.

A
s to paragraphs 7 and 8, this form should be used only where the notice of completion covers the work of improvement as a whole. If the notice is to be given only of completion of a particular contract, where the work of improvement is made pursuant to two or more original contracts, then this form must be modified as follows: (1) Strike the words “A work of improvement” from paragraph 6 and insert a general statement of the kind of work done or materials furnished pursuant to such contract (e.g., “The foundations for the improvements”); (2) Insert the name of the contractor under the particular contract in paragraph 7.

I
n paragraph 8 of the notice, insert the name of the contractor for the work of improvement as a whole. No contractor’s name need be given if there is no general contractor, e.g., on so-called “owner-builder jobs.”
I
n paragraph 9, insert the full, legal description, not merely a street address or tax description. Refer to deed or policy of title insurance. If the space provided for description is not sufficient, a rider may be attached.

I
n paragraph 10, show the street address, if any, assigned to the property by any competent public or governmental authority.

This standard form covers most usual problems in the field indicated. Before you sign, read it, fill in all blanks, and mak e changes proper to your transaction. Consult a lawyer if you doubt the form’s fitness for your purpose.

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ITEM # 10

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works

SUBJECT: ADOPT RESOLUTION NO. 26-53 APPROVING THE 2026

ENGINEERING AND TRAFFIC SPEED SURVEY

DATE: August 12, 2026

RECOMMENDATIONS:

It is recommended that the City Council:

1. Adopt Resolution No. 26-53 approving the 2026 Engineering and Traffic Speed Survey and the proposed changes to ten (10) street segments; or

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

Implementation of the updated speed limits is estimated to cost approximately $3,500 for the removal and replacement of speed limit signs and pavement markings. Funding is available within the adopted Fiscal Year 2026-27 budget in the Gas Tax fund (Account No. 200-30-310-6000.48 – Gas Tax, Public Works, Streets, Supplies-Signs and Markings).

BACKGROUND/DISCUSSION:

Statutes within the California Vehicle Code (CVC) require that governmental agencies periodically review and update their posted speed limits. These periodic updates are required for the City of Montebello’s Police Department to enforce speed limits utilizing radar. The traffic engineering speed survey involves the review of existing posted speed

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limits for adequacy in terms of adjacent land use, traffic demands, roadway conditions, continuity of speed limits, collisions and field surveys of motorist driving patterns. The City of Montebello has surveyed the speed limits on eighty (80) street segments within its jurisdiction.

A state licensed registered traffic engineer conducted this engineering and traffic study in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (CA-MUTCD) for Streets and Highways as required by Section 627 of the California Vehicle Code (CVC). The CVC requires that speed limits be established in accordance with appropriate engineering practices and methods.

The accompanying report (Attachment B) documents the results of the engineering and traffic survey conducted to update the speed limits of the City’s arterial and collector roadway network. The study provides recommendations to verify, increase or decrease posted speed limits based on the data and the survey results. Spot speed surveys were conducted by City Traffic Counters (CTC) in conformance with State law for establishing speed limits. The majority of the 80 street segments have the necessary justifications to support current posted speed limits as previously adopted and posted. All segments were reviewed in detail, including traffic volumes, collision history, adjacent land uses, roadway characteristics and field observations.

Posted speed limits are primarily established to protect the general public from the unreasonable driver. They provide law enforcement with the means to identify and apprehend violators of the basic speed law (Section 22350 of the Vehicle Code). This statute states that, "No Person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property."

The Engineering and Traffic Study supports the prima facie speed limit as required by Sections 40801 and 4802 of the CVC before speed limits can be enforced with radar.

The law specifies that surveys be conducted every five years to ensure that posted speed limits are kept reasonably current. The time between surveys can be extended from 7 to 10 years if the following criteria are met by radar operators during traffic enforcement and with certification by a state licensed registered traffic engineer:

1. All surveys are good for seven years if the officer has received 24 hours of a POST-certified training course;

2. Two additional hours of training if laser is used; and

3. The speed measuring device has been calibrated within three years prior to the alleged violation by an independent certified testing agency.

Surveys can be extended to 10 years if a state licensed registered traffic engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, though not limited to changes in adjoining property or land use, roadway width, or traffic volume.

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The intention of the engineering and traffic survey (E&TS) is to establish, revise, and enforce posted speed limits on the specific roadways. In general, speed limits cannot be successfully enforced without voluntary compliance by most drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is considered a violator for enforcement purposes.

Speed limits are established at the nearest 5 miles per hour (mph) increment to the 85th percentile speed, which is defined as that speed at or below 85 percent of the traffic is moving. Basic speed law states that no person shall drive at a speed greater than is reasonable or prudent.

Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413, and Sections 22357 and 22358 of CVC authorize local authorities to establish prima facie speed limits on streets and roads under their jurisdiction based on an engineering and traffic survey.

1. Basic speed limit law. Section 22350 of the CVC provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, traffic and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property. This is the basic speed limit law.

2. Prima facie speed limits. Specified by statute or established by the State or local authorities within their respective jurisdictions based on an engineering and traffic survey. Certain prima facie limits are established by law and include the 25-mph limit in business and residential districts, the 15-mph limit on alleys, at blind intersections, and at blind railroad grade crossings, and conditional 25-mph speed limit in school zones when children are going to or from school.

3. Residential (local) streets have been established to be 25 mph, unless posted with a lower speed limit, and do not require posted speed limits.

The City conducted a comprehensive E&TS in April 2026, including:
• 80 speed survey locations across arterial and collector streets. • Review of roadway conditions, geometric features, and adjacent land uses. • Detailed collision analysis using SWITRS & UC Berkeley TIMS for 2021–2025. • Consideration of new 2026 California legislation allowing speed reductions in school zones, business districts, and high-risk pedestrian/bicycle corridors.

The survey ensures the City remains compliant with State law and maintains the ability for the Montebello Police Department to conduct radar enforcement.

ENVIRONMENTAL:

Adoption of speed limits is Categorically Exempt under CEQA as it involves no physical construction and enhances traffic safety.

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ANALYSIS:

Overall, the study concludes:
• Most existing speed limits remain appropriate and meet State criteria for radar enforcement.
• Safety-based adjustments were recommended where roadway conditions, collision patterns, school zones, or 85th percentile speeds justify change. • Several segments showed prevailing speeds higher than posted limits, but existing values are still justified due to safety factors (driveways, curves, crosswalks, school routes, limited visibility).

Collision rates were calculated using Caltrans methodology (per million vehicle miles).

Segments exceeding 1.6× the County expected rate were reviewed for possible speed reduction justification.

Examples noted in the study include:
• Bluff Road (Washington Boulevard → Sycamore Avenue)
• Olympic Boulevard (Maple Avenue → Montebello Boulevard) • Mines Avenue (Vail Avenue → Greenwood Avenue)

Recommended Speed Limit Changes (8 roadway segments):

Increases were recommended at 8 segments where prevailing speeds were significantly higher and no adverse conditions existed.

Arroyo Drive
• Potrero Grande Drive → Paramount Boulevard: 30 → 35 mph • Paramount Boulevard → Rose Glen Avenue: 25 → 35 mph

Lincoln Avenue
• Wilcox Avenue → Maple Avenue: 25 → 30 mph
• Montebello Boulevard → Victoria Avenue: 25 → 35 mph
• Victoria Avenue → Avenida de la Merced: 25 → 35 mph

Poplar Avenue
• Lincoln Avenue → Beverly Boulevard: 25 → 30 mph
• Beverly Boulevard → Poplar Way: 25 → 30 mph

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Rea Drive
• Beverly Boulevard → Lincoln Avenue: 25 → 30 mph

Recommended Speed Limit Decreases (2 segments)

Reductions were recommended in areas with residential density, limited visibility, or collision patterns.

Howard Avenue
• Jefferson Boulevard → Lincoln Avenue: 35 → 30 mph

Paramount Boulevard
• SR-60 Freeway → Montebello Boulevard: 40 → 35 mph

The majority of the street segments, including Beverly Boulevard, Garfield Avenue, Greenwood Avenue, Montebello Boulevard, Olympic Boulevard, Telegraph Road, Washington Boulevard, Whittier Boulevard, and Wilcox Avenue retain current limits.

Justifications include:
• Safe Routes to Schools
• Residential/commercial driveway density
• Horizontal/vertical curves
• Limited sight distance
• Uncontrolled crosswalks
• Accident history
• Truck traffic

Per the California MUTCD, updated speed limit signage must be installed:
• At the beginning and end of each speed zone
• Within 200–500 ft of major intersections
• About every one mile along long corridors
• 200–400 ft beyond City limit entry points

For the first 30 days after adoption, drivers traveling ≤10 mph above the new limit will receive warnings only, according to State law.

Legal Options:

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CVC 22358.6(c): Rounding Down from the 85th Percentile

If an E&TS shows an 85th percentile speed that rounds up, the City may legally round down to the nearest 5 mph increment instead of increasing the speed limit. • The Manual states that no justification is required to round downward when the 85th percentile calculation would otherwise result in a speed increase. • This is an explicit legal option to avoid upward changes.

Use CVC 22358.8: Retain Current or Restore Prior Speed Limit

The City Council may legally retain the currently adopted speed limit or restore a prior lower speed limit as long as certain criteria are met:
• The current or prior speed limit must have been established using a valid E&TS. • No additional general-purpose lanes were added since that E&TS. • The limit retained cannot be more than 5 mph below the currently adopted speed limit nor lower than the immediately prior limit.

Legislative Direction (AB 43, AB 1938, AB 1014) Prioritizes Lower Speeds—Not Higher

The Manual states that recent legislation:
• Grants more flexibility to lower limits, not raise them. • Emphasizes protecting vulnerable road users.
• Allows local authority greater control over maintaining lower speeds based on contextual safety.

SUMMARY:

The 2026 Engineering and Traffic Survey provides a defensible, data-driven basis for establishing speed limits throughout Montebello. Not adjusting speed limits in accordance with the 2026 E&TS may expose the City to substantial legal and operational risks, including invalid radar enforcement, increased tort liability, and challenges to the legitimacy of posted limits. The Traffic and Safety Commission should either recommend adopting the E&TS recommendations, or document clear, engineering-based safety reasons for deviating from them. Failure to do so may compromise both public safety and legal defensibility.

Adoption of the recommended changes will:
• Maintain radar enforcement eligibility
• Improve consistency and driver expectancy

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CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 12, 2026

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• Enhance safety for pedestrians, bicyclists, and motorists • Align the City with current State legislation and MUTCD standards

Staff recommends approval of the E&TS and recommendation to City Council for adoption of the updated speed limits.

ATTACHMENT(S)

1. Attachment A - Resolution No. 26-53

2. Attachment B - 2026 Engineering and Traffic Survey

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ATTACHMENT A
RESOLUTION NO. 26-53

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEBELLO, CALIFORNIA, ACCEPTING, APPROVING, AND ADOPTING THE 2026

ENGINEERING AND TRAFFIC SPEED SURVEY

WHEREAS, The Engineering and Traffic Speed Survey was conducted in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (CA-MUTCD) for Streets and Highways (latest edition) as required by Section 627 of the California Vehicle Code (CVC); and

WHEREAS, posted speed limits are established to protect the general public and provide law enforcement with a means to identify and enforce violations of the basic speed law, pursuant to CVC Section 22350; and

WHEREAS, speed limits in California are governed by the CVC, Sections 22348 through 22413. Sections 22357 and 22358 of CVC authorize local authorities to establish prima facie speed limits on streets and roads under their jurisdiction on the basis of an engineering and traffic survey; and

WHEREAS, the Engineering and Traffic Speed Survey supports the prima facie speed limit as required by Sections 40801 and 4802 of the CVC before speed limits can be enforced with radar. The law specifies that surveys be conducted every five years to endure that posted speed limits are kept reasonably current; and

WHEREAS, Section 22350 of the CVC provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, traffic and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property. This is the basic speed limit law; and

WHEREAS, specified by statute or established by the State or local authorities within their respective jurisdictions on the basis of an engineering and traffic survey.

Certain prima facie limits are established by law and include the 25-MPH limit in business and residential districts, the 15- MPH limit on alleys, at blind intersections, and at blind railroad grade crossings, and condit ional 25 -MPH speed limit in school zones when children are going to or from school; and

WHEREAS, the Engineering and Traffic Speed Survey was prepared for 80 street segments. The intension of the engineering study is to establish, revise, and enforce posted speed limits on the specific roadways surveyed, there has been a recommendation from the traffic engineer to change the speed limits on 10 of the 80 street segments; and

WHEREAS, Speed limits are established at the nearest 5 mph increment to the 85 th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. Basic speed law states that no person shall drive at a speed greater than is reasonable or prudent; and

WHEREAS, this Engineering and Traffic S peed Survey was conducted for the City of Montebello to determine the validity of speed limits established on City streets and to identify those areas where existing speed limits should be adjusted, upward or downward, to permit continuation of enforcement by radar.

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RESOLUTION NO. 26-53

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NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF MONTEBELLO HERBY RESOLVES, FINDS, AND DECLARES AS FOLLOWS:

SECTION 1. The above recitals are true and correct and are hereby incorporated herein.

SECTION 2. Findings. The City Council of the City of Montebello hereby accepts, adopts, and approves the 2026-53 Engineering and Traffic S peed Survey, which establishes updated speed limits for 80 street segments throughout the City.

SECTION 3. The City Clerk shall certify the passage and adoption of this resolution.

APPROVED AND ADOPTED THIS 12th DAY OF AUGUST 2026.

_______________________________
Georgina Tamayo, Mayor

ATTEST: APPROVED AS TO FORM:

________________________________ ________________________________ Christopher Jimenez, City Clerk Arnold M. Alvarez-Glasman, City Attorney

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF MONTEBELLO )

I, Christopher Jimenez, City Clerk of the City of Montebello, County of Los Angeles, State of California, hereby certify that the foregoing Resolution No. 26-53 was passed and adopted by the City Council of the City of Montebello, signed by the Mayor and attested by the City Clerk at a regular meeting of said Council held on the 12 th day of August 2026
and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

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RESOLUTION NO. 26-53

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ABSTAIN:

ABSENT:

The undersigned, City Clerk of the City of Montebello, does hereby attest and certify that the foregoing Resolution is a true, full and correct copy of a resolution duly adopted at a meeting of said City which was duly convened and held on the date stated thereon, and that said document has not been amended, modified, repealed or rescinded since its date of adoption and is in full force and effect as of the date hereof.

DATE:

Christopher Jimenez, City Clerk

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2026
Engineering and Traffic Survey
Prepared for:

CITY OF MONTEBELLO, CALIFORNIA
PREPARED BY:
3060 Saturn Street, Suite 250
Brea, CA 92821
(714) 940-0100
Project No. 440178.01.003
Date: April 22, 2026
M. Yunus Rahi, PhD., P.E., T.E. Date
Traffic Engineer
C 59183
TR 1726
Attachment B

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City of Montebello
Engineering and Traffic Survey – April 2026

TABLE OF CONTENTS
SUMMARY ................................ ................................ ................................ ................................ .. 1 BACKGROUND................................ ................................ ................................ ........................... 1 SPEED SURVEY DATA ................................ ................................ ................................ ............ 10 Procedures Used for the Speed Survey Program ................................ ................................ ... 10 Roadway Conditions ................................ ................................ ................................ .............. 11 Speed Limit Posting ................................ ................................ ................................ ............... 11 COLLISION DATA ................................ ................................ ................................ ..................... 12 Table 1 Collision Data Summary ................................ ................................ ....................... 13 RESULTS OF THE SURVEYS AND RECOMMENDATIONS ................................ .................... 17 Table 2 Speed Survey Summary ................................ ................................ ...................... 18 Table 3 Survey supports current posted speed limit - NO CHANGE ................................ ... 22 Table 4 Survey speeds differ from posted speed, limit can be JUSTIFIED ......................... 29 Appendix ‘A’ Average Daily Traffic (ADT) Volume Sheets................................ ........................... A Appendix ‘B’ Engineering and Traffic Survey Sheets ................................ ................................ .. B Appendix ‘C’ Speed Survey Field Data Sheets ................................ ................................ ........... C Appendix ‘D’ Radar Speed Gun Operator and Radar Gun Certifications ................................ .... D

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CITY OF MONTEBELLO

ENGINEERING AND TRAFFIC SURVEY

SUMMARY

This report documents the results of an engineering and traffic survey conducted to update the speed limits of certain streets within the City of Montebello arterial and collector street network.

The study would verify, increase or decrease existing speed limits within existing city boundaries based on the data and survey results.

Spot speed surveys were conducted by City Traffic Counters at 80 locations in conformance with the State law for the purpose of establishing prima facie speed limits. The streets were field investigated by a California registered traffic engineer from Bowman Consulting Group . The majority of the 80 segments have the necessary justifications to have the speed limits remain as previously adopted and posted. All segments were reviewed in detail including traffic volumes, collision history, adjacent land uses, roadway characteristics, and field observations.

BACKGROUND
Statutes within the California Vehicle Code (CVC) require that governmental agencies periodically review and update their posted speed limits. These periodic updates are required by the City’s enforcement agency to enforce speed limits with radar. The process involves reviewing existing posted speed limits for adequacy in terms of adjacent land use, traffic demands, and roadway conditions, continuity of speed limits, collisions, and field surveys of motorist s’ driving patterns (speed survey). The City of Montebello has established speed limits on many streets in the City.

The Montebello Police Department performs the City of Montebello’s enforcement of speed limits on City roadways. The enforcement of speed limits and response to speed -related issues is primarily through the use of radar. Speed enforcement involves routine enforcement throughout the City and selective enforcement at locations where a disproportionate number of traffic collisions have occurred and, on those roadways, where complaints of high -speed vehicles are received.

Starting January 1, 2026, California traffic laws focus on lowering speed limits to enhance safety, including allowing local governments to reduce school zone speeds to 20 mph (AB 382) and enabling a 5 mph reduction on certain highways (AB 1014).

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Key 2026 California Speed Limit and Traffic Changes
• School Zone Speed Limits (AB 382): Local authorities are authorized to lower speed limits in school zones from 25 mph to 20 mph.
• Highway Speed Reductions (AB 1014) : The Department of Transportation is authorized to reduce speed limits by 5 mph on state highways.
• Business Activity Districts : Cities may establish 20 -25 mph speed limits in designated business districts.
• Work Zone Safety System (AB 289) : A pilot program for automated work zone speed detection is authorized.
• Speeding Enforcement: For the first 30 days after a new speed limit takes effect, drivers going 10 mph or less over the limit may only receive warnings. • New Speed Reduction Authority: AB 1014 enables Caltrans to lower speed limits on certain highways, with the California Department of Transportation updating their safety procedures by March 2026 to reflect these changes.

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The method prescribed by the 20 25 California Vehicle Code is performance of an Engineering and Traffic Survey. The definition of an “Engineering and Traffic Survey” is contained in section 627 of the Vehicle Code and is presented in the shaded box that follows:

The California Vehicle Code has set certain regulations regarding the posting and enforcement of speed zones. These regulations reflect the viewpoint that speed zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. This concept is known as the “Basic Speed Law.” All fifty states of the United States base their speed regulations on the Basic Speed Law. In California CVC 22350 defines the basic speed law as:

This law recognizes that driving conditions vary widely from time -to-time and place -to-place; therefore, no set or fixed driving rules would adequately serve all conditions. The motorists constantly adjust their driving behavior to fit the conditions they encounter. Drivers must learn to do this with minimum assistance from law enforcement. The Basic speed Law is found on Engineering and Traffic Survey

627.
(a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.

(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver.

(c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one -quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Pedestrian and bicyclist safety.

Basic Speed Law

22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

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the belief that a majority of motorists are able to modify their driving behavior properly, as long as they are aware of conditions around them.

Several other statutes of the Vehicle Code are also significant in evaluating speed limits.

Among these are:

Maximum Speed Limit

CVC 22349 states in California the maximum speed for any passenger vehicle is 65 miles per hour. The Maximum speed for most trucks and for vehicles towing any trailer is 55 miles per hour.

CVC Section 22356 permits a maximum speed limit of 70 MPH on some highways.

Prima Facie Speed Limits (CVC 22352)
All other speed limits are prima facie limits, which, “on the face of it,” are reasonable and prudent under normal conditions. A driver may exceed any prima facie limit if it is safe to do so under prevailing conditions. However, when a police officer cites driver for exceeding a prima facie speed limit, it is up to the driver to prove, if he can, that he was driving in a reasonable and prudent manner under the existing conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times.

CVC 22352 establishes 15 MPH limit in alleys, blind intersections, and blind railroad crossings and 25 MPH limit in business and residence districts as prima facie limits. There is also a part - time 25 MPH limit in school zones when children are present enroute to or from school or adjacent to a senior center.

Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Section 235, 240 and 515 define their regulations. A count of houses or active businesses facing on a highway must be made to determine whether a valid business or residence district exists. The law does not require posting of prima facie speed limits when such roadside conditions are readily apparent. However, Montebello has adopted a policy to identify major residential areas with postings of 25 MPH signs.

CVC Excerpt
Business District

235. A "business district" is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for busine ss, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the abov e ratio of buildings in use for business to the length of the highway exists.

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Intermediate Speed Zones
State law permits local authorities to lower the maximum speed limit (65 MPH) or to raise the speed limit in business and residence districts (25 MPH) based on a traffic and engineering survey. These “intermediate speed limits” between 25 and 65 MPH must be posted to clearly define the limits of the zone and the prima facie speed established. CVC 22357 authorizes the increase in limits.

These intermediate speed zones are the zones most typically enforced by radar. As a result, a current Engineering and Traffic survey is required to facilitate or justify these zones.

Speed Zoning Procedures
The MUTCD California Edition section 2B.116 Speed Limits and Zones specify a method for providing an Engineering and Traffic survey of speed limits on City and County roadways and Local Streets. It is excerpted as follows:

CVC Excerpt
Business and Residence Districts: Determination

240. In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions in Sections 235 and 515:
(a) No building shall be regarded unless its entrance faces the highway and the front of the building is within 75 feet of the roadway.
(b) Where a highway is physically divided into two or more roadways only those buildings facing each roadway separately shall be regarded for the purpose of determining whether the roadway is within a district.
(c) All churches, apartments, hotels, multiple dwelling houses, clubs, and public buildings, other than schools, shall be deemed to be business structures. (d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.

CVC Excerpt
Residence District

515. A "residence district" is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 1 3 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or busin ess structures. A residence district may be longer than one -quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.

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California MUTCD excerpts
(January 18, 2026)
Engineering and Traffic Survey (E&TS)
Support:
12k. CVC Section 627 defines the term “Engineering and traffic survey” and lists its requirements.

Standard:
12l An engineering and traffic survey (E&TS) shall include, among other requirements deemed necessary by Caltrans, consideration of all of the following:

A. Prevailing speeds as determined by traffic engineering measurements.

B. Collision records.

C. Highway, traffic, and roadside conditions not readily apparent to the driver.

Guidance:
12m The E&TS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are properly identified. 12n Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:

A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.

B. Speeds should be read directly from a radar or other electronic speed measuring devices; or, C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.

D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measure ments should be chosen so as to minimize the effects of traffic signals or stop signs.

E. Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.

F. The weather should be fair (dry pavement) with no unusual conditions prevailing.

G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible.

H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles.

I. Short speed zones of less than 0.5 miles should be avoided, except in transition areas.

J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development.

K. Speed zoning should be coordinated with adjacent jurisdictions.

Support:
12o Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Refer to CVC 22358.5.

Option:
12p When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:

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A. Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:

1. Upon one side of the highway, within 0.25 miles, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.

2. Upon both sides of the highway, collectively, within a distance of 0.25 miles the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.

3. The portion of highway is larger than 0.25 miles but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph 1 or 2 above.

B. Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused. 12q The following two forms may be used to document speed zoning based on an E&TS to establish speed limits:

1. State Highways - The E&TS for State highways is made under the direction of the Caltrans District traffic Engineer. Long form should be used to document the data and reports including:
a. One copy of Speed Zone Survey Sheet (See Figure 2B-101(CA)) showing:
• A north arrow
• Name and/or highway number of the route to be zoned
• Post Mile or other distance measurement
• Limits of the proposed zones for each direction of travel • Roads and crossroad names, number and width of lanes, indicate parking restrictions • Appropriate notations showing type of roadside development, such as “scattered business,” “solid residential,” etc. Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone. • Collision rates for the zones involved
• Annual average daily traffic volume
• Location of traffic signals, signs and markings
• If the highway is divided, the limits of zones for each direction of travel • Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes:
• The reason for the initiation of speed zone survey.
• Recommendations and supporting reasons.
• The enforcement jurisdictions involved and the recommendations and opinions of those officials. • The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features.

2. Roadways under the jurisdiction of City or County:
a. Short form may be used for documenting speed zoning (Figure 2B-104(CA)) b. Determination of Speed Limits - Figures 2B-103(CA) & 2B-104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares.
12r In most situations, the short form for local streets and roads will be adequate; however, the procedure or long form used on State highways may be used at the option of the local agency.

Guidance:
12s The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit less than the 85th percentile generally results in an increase in collision rates, in addition this may make violators of a disproportionate number of the reasonably majority of drivers.

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Support:
12t Generally, the most decisive evidence of conditions not readily apparent to the driver surface in collision histories. 12u Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (Refer to Figure 2B-102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits.

Speed limits higher than the 85th percentile are not generally considered reasonable and prudent. Speed limits below the 85th percentile do es not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals.
12v The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority consider reasonable and prudent. Further studies show that establishing a speed limit at less than the 85th percentile (Critical Speed) generally results in an increase in collision rates.

Option:
12w When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified. Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone.

Guidance:
12x Speed zones of less than 0.5 miles and short transition zones should be avoided.

Support:
12y Any existing E&TS that was performed before January 1, 2022, in accordance with previous traffic control standards is not required to be updated until it is due for reevaluation per the 5, 7 or 14 year criteria. An E&TS can originally exist for 7 years and may be extended to 14 years if the conditions are met.

Definitions
Percentile Speeds – The percentile speed is a speed at or below which that percentage of the total sample is traveling.

50th Percentile – The median speed

85th Percentile – The critical speed is the 85th percentile. Motorists exceeding the 85th percentile speed are considered to be driving faster than is safe under prevailing conditions. This percentile may serve as the guide for establishing the posted speed limit.

Pace – The pace is the 10 MPH range of speeds containing the largest number of observations.

This can usually be determined by visual inspection of the Vehicle Speed Survey Sheet. After determining the pace, it is useful to compute the percentage of vehicles in the pace, the percentage over the pace and the percentage under the pace. A normal speed distribution will contain approximately 70% of the sample within the pace with 15% above and 15% below.

Collision Rate – Collision rates are calculated for each roadway segment surveyed and are summarized. Rates are calculated based on collisions per million vehicles miles of travel on

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that segment of roadway. This analysis has utilized the expected collision rates published by Caltrans in the “20 23 Collision Data on California State Highways” publication. Los Angeles County guidelines classify as excessive any collision rate that exceeds 1.6 times the County expected rate. If the City mid-block collision rates are in excess of 1.6 times the County expected rate, a 5 MPH reduction of speed limit may be justified.

Local Street Exceptions (CVC 40802)

Many streets are designated as “Local” streets per CVC 40802(2)(b). The speed limit for these streets does not require special jurisdictions. The code is as follows:

For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the “California Road System Maps,” it may be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:

1. Roadway width of not more than 40 feet.

2. Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.

3. Not more than one traffic lane in each direction.

Other Considerations – Every street should be inspected for unusual traffic, roadway, and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment, width, surface condition, collision history, and any unique traffic hazards that may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning.

The 25-mile per hour prima facie limit in residence districts may not be reduced except on narrow streets as authorized by Section 22358.3 of the vehicle Code.

CVC 22358.6 – 85th Percentile Speed, Rounding, 5mph Increment, 5mph speed reduction and Maximum Speed Reduction

Standard:

12z When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic (CVC Section 22358.6(a)), except as shown in the two Options described in paragraphs 12aa and 12ab, or if using additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).

Option:

12aa For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed limit may be reduced by 5 mph from the nearest 5mph increment of the 85th-percentile speed, in compliance with CVC Sections 627 and 22358.5. CVC Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, may also be considered, if applicable. Refer to Standard below for documentation requirements. Refer to CVC Section 22358.6(b).

12ab For cases in which rounding the 85th-percentile speed to the nearest 5 mph increment would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed. Refer to CVC Section 21400(b). Refer to CVC Section 22358.6(c).

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SPEED SURVEY DATA
Procedures Used for the Speed Survey Program

To identify the speed characteristics of vehicular traffic on the street system in Montebello, a spot speed survey program was performed. Locations were selected on arterial and collector streets as designated by the City of Montebello. Sufficient spot speed survey locations were selected to obtain a speed profile on each roadway.

City Traffic Counters accomplished the Average Daily Traffic {ADT} volumes as well as spot speed survey data collection. The summary of the data is shown in Appendix ‘A’ and Appendix “B”, respectively. To ensure the creditability of vehicular speed analysis, the following guidelines were adhered to in the spot speed survey field data collection:

a. It was imperative that drivers may not be influenced to slow down by the presence of the speed survey vehicle, the equipment, or the personnel. The survey vehicle and equipment was unmarked and emphasis was placed on locating them in an inconspicuous location.
b. Measurements were made at sufficient distance from intersections where signals or other control devices could affect normal operating speeds.
c. Measurements were not taken at locations where geometric or roadway factors exist that could cause drivers to slow down from normal speeds. Such factors were sharp horizontal or vertical curve, poor pavement surface, roadway construction, etc.

d. The data was recorded on the “Radar Speed Meter – Data and Analysis Forms.” e. The Vehicles were selected on a random basis. The samples are representative and do not include unusually high or low proportions of “speeders,” sports cars, trucks, etc.

f. The sample size is large enough to form a bell -shaped curve. This normally requires 50 or more observations for each location, depending on the size and use of the streets. g. The traffic conditions during the period of measurement were representative of normal traffic conditions.

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Roadway Conditions

Field reviews of the roadways in the City of Montebello were conducted and incorporated into the final recommended speed limits. These are pertinent roadway characteristics, surrounding land uses, and other factors that could have a bearing on the establishment of speed zones.

For this study, each roadway was divided into study sections. All data was then correlated and reviewed and summarized in Appendix ‘C’.

Speed Limit Posting

Speed limit signing should be installed in conformance with the California MUTCD. All speed limit signs must be reflective and conform to the current standards of the State of California, Department of Transportation. The following policies are recommended by the California MUTCD, for the placement of speed limit signs.

Speed limits signs should be located at the beginning of all restricted speed zones.

Speed limit signs should be posted on street entrances to the City approximately 200 to 400 feet beyond the City entrance sign, no matter what the speed limit is.

Speed limit signs should be installed approximately 200 feet, but not more than 500 feet beyond major intersections.

Speed limit signs should be posted so that distance between speed limit signs will be approximately one mile.

Streets with speed prima facie limits of 25 MPH need not be posted with speed limit signs, unless the streets are arterials or may appear to the driver to be arterials, and engineering and traffic investigation indicates that speed limit signing for a 25 MPH is required. Montebello has adopted a policy to identify most major residence areas with posting of 25- MPH signs.

A speed limit sign should not be installed within 500 feet in advance of or within a curve or turn, which has been posted with a curve or a turn warning sign.

Pavement markings are not required but may be used in conjunction with postings.

Montebello has adopted a policy to add pavement markings to key traffic control signs.

Section 2B.13 Speed Limit Sign (R2-1)
Standard:

Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.

At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable.

Page 139 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 12 ends

COLLISION DATA

Procedures Used for Collision Data Collection
The data for collisions for each roadway segment were obtained from the Statewide Integrated Traffic Records System (SWITRS) annual collision report as well as University of California Berkeley’s Traffic Injury Mapping System (TIMS) GIS mapping tools for the most recent five-year period (from 1/1/2021- 12/31/2025). Supporting documentation is presented within Appendix “C.” Procedures Used for Collision Rate
The collision rate is expressed in collision per million vehicle miles (MVM) and is calculated using the following formula:

𝐶𝑜𝑙𝑙𝑖𝑠𝑖𝑜𝑛 𝑅𝑎𝑡𝑒 (𝐶𝑜𝑙𝑙𝑖𝑠𝑖𝑜𝑛𝑠 𝑀𝑉𝑀⁄ ) = 𝑁𝑜. 𝑜𝑓 𝐶𝑜𝑙𝑙𝑖𝑠𝑖𝑜𝑛𝑠 𝑥 1,000,000 𝐴𝐷𝑇 × 𝐷𝑖𝑠𝑡𝑎𝑛𝑐𝑒 × 𝑁𝑜. 𝑜𝑓 𝐷𝑎𝑦𝑠
No. of collision = Number of collisions during the selected SWITRS survey period (5 years) for the segment in both directions
1,000,000 = Conversion factor for Million-Vehicle-Miles (MVM) Traveled ADT (veh/day) = Average Daily Traffic for the segment in both directions Distance (miles) = Roadway segment distance traveled by a vehicle No. of Days = Number of days during the selected SWITRS sample period (5 years = 1,825)

To evaluate the collision pattern of each street segment, the calculated rates were compared to the expected collision rates provided by Caltrans as shown below. The number of collisions, and calculated collision rates are summarized in Table 1.

Statewide Collision Rates for California State Highways

Roadway Type: Urban Expected Collision Rate*
2 and 3 Lanes 1.24
4 Lane (Divided) 0.93
4 Lane (Undivided) 0.77
6 Lane (Divided) 1.05
6 Lane (Undivided) 0.96

*Source: 2023 collision data on District 07 Urban Areas published by California Department of Transportation (Caltrans)

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City of Montebello
Engineering and Traffic Survey – April 2026

Page 13 ends

Table 1
Collision Data Summary

No. Street Segment Street
Classification
Length
in Miles ADT No. of
Acc.

Period
(Yrs)
Acc Rate
in mvm
1 Arroyo Dr Potrero Grande Dr.
to Paramount Blvd. Collector 0.56 5,613 2 5 0.20
2 Arroyo Dr Paramount Blvd. to
Rose Glen Ave.. Collector 0.6 2,546 0 5 0.00
3 Avenida de la
Merced
Lincoln Blvd. to
Poplar Ave. Collector 0.55 2,714 0 5 0.00
4 Avenida de la
Merced
Poplar Ave.. to
Montebello Blvd. Collector 0.45 2,443 3 5 0.67
5 Beverly Blvd. West City Limit to
Findlay Ave. Arterial 0.33 23,823 5 5 0.12
6 Beverly Blvd. Findlay Ave. to
Garfield Ave. Arterial 0.24 26,173 9 5 0.19
7 Beverly Blvd. Garfield Ave. to
Wilcox Ave. Arterial 0.68 25,817 15 5 0.32
8 Beverly Blvd. Wilcox Ave. to
Maple Ave. Arterial 0.5 44,902 19 5 0.23
9 Beverly Blvd. Maple Ave. to
Montebello Blvd. Arterial 0.5 41,917 31 5 0.41
10 Beverly Blvd. Montebello Blvd. to
East City Limit Arterial 0.8 29,381 17 5 0.32
11 Bluff Rd. Whittier Blvd. to
Washington Blvd. Arterial 1.31 8,546 5 5 0.32
12 Bluff Rd. Washington Blvd. to
Sycamore St. Arterial 0.77 1,167 8 5 3.76
13 Concourse Blvd. Beverly Blvd. to
Madison Ave. Collector 0.27 1,581 3 5 1.04
14 Concourse Blvd. Madison Ave. to
Whittier Blvd. Collector 0.27 4,438 5 5 0.62
15 Findlay Ave. Via Campo to
Beverly Blvd. Arterial 0.61 834 14 5 9.20
16 Findlay Ave. Beverly Blvd. to
South City Limit Arterial 0.22 2,783 2 5 0.39
17 Garfield Ave. Pomona Blvd. to
Beverly Blvd. Arterial 0.65 30,650 12 5 0.21
18 Garfield Ave. Beverly Blvd. to
Whittier Blvd. Arterial 0.91 29,586 6 5 0.11
19 Greenwood Ave. Mines Ave. to
Washington Blvd. Arterial 0.48 11,183 10 5 0.49
20 Greenwood Ave. Washington Blvd. to
Oakwood St. Arterial 0.63 17,418 7 5 0.22
21 Greenwood Ave. Oakwood St. to
Telegraph Rd. Arterial 0.7 22,049 6 5 0.15
22 Greenwood Ave. Whittier Blvd. to
Olympic Blvd. Arterial 0.26 8,608 4 5 0.25
23 Greenwood Ave. Olympic Blvd. to
Montebello Way Arterial 0.28 10,693 7 5 0.36
24 Hay St. Wilcox Ave. to Via
Acosta Collector 0.43 4,870 3 5 0.34
25 Hay St. Via Acosta to Via
Corona Collector 0.23 3,167 6 5 1.04

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City of Montebello
Engineering and Traffic Survey – April 2026

Page 14 ends

Table 1
Collision Data Summary (Continued)

No. Street Segment Street
Classification
Length
in Miles ADT No. of
Acc.

Period
(Yrs)
Acc Rate
in mvm
26 Howard Ave. Jefferson Blvd. to
Lincoln Ave. Collector 0.4 1,218 1 5 0.45
27 Howard Ave. Lincoln Ave. to
Beverly Blvd. Collector 0.25 3,270 5 5 0.84
28 Jefferson Blvd. Howard Ave. to
Montebello Blvd. Collector 0.4 1,175 1 5 0.47
29 Lincoln Ave. Wilcox Ave. to
Maple Ave. Collector 0.5 12,595 9 5 0.39
30 Lincoln Ave. Maple Ave. to
Montebello Blvd. Collector 0.5 13,310 5 5 0.21
31 Lincoln Ave. Montebello Blvd. to
Victoria Ave. Collector 0.7 6,036 3 5 0.27
32 Lincoln Ave.

Victoria Ave. to
Avenida de la
Merced
Collector 0.4 6,925 3 5 0.24
33 Lincoln Ave.

Avenida de la
Merced to San
Gabriel Blvd.

Collector 1.13 6,590 1 5 0.08
34 Mines Ave. Vail Ave. to
Greenwood Ave. Collector 0.48 5,714 8 5 0.77
35 Mines Ave. Greenwood Ave. to
Montebello Blvd. Collector 0.21 6,158 1 5 0.09
36 Mines Ave. Montebello Blvd. to
Bluff Rd. Collector 0.33 3,840 1 5 0.14
37 Montebello Blvd. Plaza Dr. to
Paramount Blvd. Arterial 0.55 8,355 2 5 0.13
38 Montebello Blvd. Paramount Blvd. to
Jefferson Blvd. Arterial 0.95 29,196 4 5 0.08
39 Montebello Blvd. Jefferson Blvd. to
Lincoln Ave. Arterial 0.43 29,947 7 5 0.13
40 Montebello Blvd. Lincoln Ave. to
Beverly Blvd. Arterial 0.25 26,006 12 5 0.25
41 Montebello Blvd. Beverly Blvd. to
Madison Ave. Arterial 0.3 23,151 7 5 0.17
42 Montebello Blvd. Madison Ave. to
Whittier Blvd. Arterial 0.3 13,146 3 5 0.13
43 Montebello Blvd. Whittier Blvd. to
Truck Wy. Arterial 0.37 2,705 9 5 1.82
44 Montebello Blvd. Truck Wy. to Mines
Ave. Arterial 0.22 1,423 2 5 0.77
45 Montebello Blvd. Mines Ave. to
Washington Blvd. Arterial 0.63 2,032 5 5 1.35
46 Montebello Blvd. Washington Blvd. to
Sycamore St. Arterial 0.78 590 2 5 1.86
47 Montebello Wy. Truck Wy. to Mines
Ave. Collector 0.3 14,140 7 5 0.27
48 Olympic Blvd. West City Limit to
Maple Ave. Arterial 0.58 16,572 11 5 0.36
49 Olympic Blvd. Maple Ave. to
Montebello Blvd. Arterial 0.51 3,276 16 5 2.68
50 Olympic Blvd. Montebello Blvd. to
4th St. Arterial 0.24 582 1 5 0.94

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City of Montebello
Engineering and Traffic Survey – April 2026

Page 15 ends

Table 1
Collision Data Summary (Continued)

No. Street Segment Street
Classification
Length
in Miles ADT No. of
Acc.

Period
(Yrs)
Acc Rate
in mvm
51 Paramount Blvd. North City Limit to SR
60 Freeway Arterial 0.4 29,811 2 5 0.04
52 Paramount Blvd. SR 60 Freeway to
Montebello Blvd. Arterial 0.19 29,785 7 5 0.13
53 Pickering Wy. Olympic Blvd. to
Ferguson Dr. Residential 0.25 849 0 5 0.00
54 Poplar Ave. Lincoln Ave. to
Beverly Blvd. Collector 0.29 4,611 7 5 0.83
55 Poplar Ave. Beverly Blvd. to
Poplar Way Collector 0.46 3,906 4 5 0.56
56 Potrero Grande Dr. Arroyo Dr. to South
City Limit Arterial 0.48 21,361 0 5 0.00
57 Rea Dr. Beverly Blvd. to
Lincoln Ave Collector 0.44 4,620 5 5 0.59
58 Slauson Ave. Telegraph Rd. to
Bluff Rd. Arterial 0.21 51,216 6 5 0.06
59 Telegraph Rd. Church Rd. to
Greenwood Ave. Arterial 0.53 37,631 5 5 0.07
60 Telegraph Rd. Greenwood Ave. to
Slauson Ave. Arterial 0.42 45,137 3 5 0.04
61 Union St. Greenwood Ave. to
Chapin Rd. Collector 0.46 3,706 2 5 0.30
62 Vail Ave. Beverly Blvd. to
Whittier Blvd. Collector 0.51 3,320 2 5 0.33
63 Vail Ave. Whittier Blvd.to
Olympic Blvd. Collector 0.18 8,772 0 5 0.00
64 Vail Ave. Olympic Blvd. to
Washington Blvd. Collector 0.9 10,493 6 5 0.31
65 Vail Ave. Washington Blvd. to
South City Limit Collector 0.82 5,671 1 5 0.10
66 Via Campo West City Limit to
Findlay Ave. Arterial 0.35 5,137 12 5 1.28
67 Via Campo Findlay Ave. to
Garfield Ave. Arterial 0.46 11,105 9 5 0.44
68 Via Campo Garfield Ave. to Vail
Ave. Arterial 0.69 18,255 6 5 0.18
69 Washington Blvd. East City Limit to
Greenwood Ave. Arterial 0.77 32,323 6 5 0.10
70 Washington Blvd. Greenwood Ave. to
West City Limit Arterial 0.5 35,743 19 5 0.29
71 Westmoreland Dr. Wilcox Ave. to Vail
Ave. Arterial 0.31 5,957 1 5 0.09
72 Whittier Blvd. Garfield Ave. to 19th
St. Arterial 0.51 25,423 28 5 0.60
73 Whittier Blvd. 19th St. to
Greenwood Ave. Arterial 0.56 24,775 26 5 0.58
74 Whittier Blvd. Greenwood Ave. to
Montebello Blvd. Arterial 0.22 27,181 2 5 0.04
75 Whittier Blvd. Montebello Blvd. to
5th St. Arterial 0.19 25,231 8 5 0.17

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Engineering and Traffic Survey – April 2026

Page 16 ends

Table 1
Collision Data Summary (Continued)

No. Street Segment Street
Classification
Length
in Miles ADT No. of
Acc.

Period
(Yrs)
Acc Rate in
mvm
76 Whittier Blvd. 5th St. to Van
Norman Rd. Arterial 0.54 28,302 16 5 0.31
77 Wilcox Ave. Via Campo to Hay
St. Arterial 0.39 29,140 11 5 0.21
78 Wilcox Ave. Hay St. to Lincoln
Ave. Arterial 0.3 21,123 6 5 0.16
79 Wilcox Ave. Lincoln Ave. to
Beverly Blvd. Arterial 0.25 19,452 5 5 0.14
80 Wilcox Ave. Beverly Blvd. to
Whittier Blvd. Arterial 0.51 13,422 2 5 0.08

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Engineering and Traffic Survey – April 2026

Page 17 ends

RESULTS OF THE SURVEYS AND RECOMMENDATIONS
The results of the surveys and findings found in the study are summarized in Tables 2 through 4.

Supporting documentation is presented within Appendi ces ‘A’ through ‘C’. Descriptions of the tables and recommendations for speed limit adjustment are indicated below in the following four categories:

1. Table 2 presents a summary of all the locations surveyed and subsequent speed posting recommendations.

2. Table 3 presents a summary of the locations where the current speed limit remains the same. These are locations where the 85th percentile speed complies with the current posted speed limit, or the segment is exempt due to residential, or business prima facie speed zones and no adverse conditions exist which would suggest or require a change to the speed limit.

3. Table 4 presents a summary of the locations where the 85th percentile speed exceeds current posted speed limit. However, the existing posted speed limit can be justified based on the posted limit of adjacent segments or other factors not readily apparent to the driver.

Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix ‘C’.

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Engineering and Traffic Survey – April 2026

Page 18 ends

Table 2
Speed Survey Summary

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Adjustment
1 Arroyo Dr Potrero Grande Dr. to
Paramount Blvd.

0.56 5,613 35 30 35 INCREASED
2 Arroyo Dr Paramount Blvd. to Rose
Glen Ave..

0.60 2,546 35 25 35 INCREASED
3 Avenida de
la Merced
Lincoln Ave. to
Poplar Ave.

0.55 2,714 34 35 35 NO CHANGE
4 Avenida de
la Merced
Poplar Ave. to
Montebello Blvd.

0.45 2,443 38 35 35 NO CHANGE
5 Beverly Blvd. West City Limit to
Findlay Ave.

0.33 23,823 40 35 35 NO CHANGE
6 Beverly Blvd. Findlay Ave. to
Garfield Ave.

0.24 26,173 41 35 35 NO CHANGE
7 Beverly Blvd. Garfield Ave. to
Wilcox Ave.

0.68 25,817 40 35 35 NO CHANGE
8 Beverly Blvd. Wilcox Ave. to
Maple Ave.

0.50 44,902 39 35 35 NO CHANGE
9 Beverly Blvd. Maple Ave. to
Montebello Blvd.

0.50 41,917 39 35 35 NO CHANGE
10 Beverly Blvd. Montebello Blvd. to
East City Limit

0.80 29,381 38 35 35 NO CHANGE
11 Bluff Rd. Whittier Blvd. to
Washington Blvd.

1.31 8,546 34 25 25 NO CHANGE
12 Bluff Rd. Washington Blvd. to
Sycamore St.

0.77 1,167 33 25 25 NO CHANGE
13 Concourse Blvd. Beverly Blvd. to
Madison Ave.

0.27 1,581 34 25 25 NO CHANGE
14 Concourse Blvd. Madison Ave. to
Whittier Blvd.

0.27 4,438 35 25 25 NO CHANGE
15 Findlay Ave. Via Campo to
Beverly Blvd.

0.61 834 30 25 25 NO CHANGE
16 Findlay Ave. Beverly Blvd. to
South City Limit

0.22 2,783 26 25 25 NO CHANGE
17 Garfield Ave. Pomona Blvd. to
Beverly Blvd.

0.65 30,650 43 40 40 NO CHANGE
18 Garfield Ave. Beverly Blvd. to
Whittier Blvd.

0.91 29,586 42 40 40 NO CHANGE
19 Greenwood Ave. Washington Blvd. to
Oakwood St.

0.48 11,183 41 40 40 NO CHANGE
20 Greenwood Ave. Mines Ave. to
Washington Blvd.

0.63 17,418 40 40 40 NO CHANGE
21 Greenwood Ave. Oakwood St. to
Telegraph Rd.

0.70 22,049 42 40 40 NO CHANGE
22 Greenwood Ave. Whittier Blvd. to
Olympic Blvd.

0.26 8,608 33 30 30 NO CHANGE
23 Greenwood Ave. Olympic Blvd. to
Montebello Way

0.28 10,693 30 25 25 NO CHANGE
24 Hay St. Wilcox Ave. to
Via Acosta

0.43 4,870 27 25 25 NO CHANGE
25 Hay St. Via Acosta to
Via Corona

0.23 3,167 24 25 25 NO CHANGE

Page 146 of 1054 ends

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Engineering and Traffic Survey – April 2026

Page 19 ends

Table 2
Speed Survey Summary (Continued)

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Adjustment
26 Howard Ave. Jefferson Blvd. to
Lincoln Ave.

0.40 1,218 36 35 30 DECREASED
27 Howard Ave. Lincoln Ave. to
Beverly Blvd.

0.25 3,270 32 30 30 NO CHANGE
28 Jefferson Blvd. Howard Ave. to
Montebello Blvd.

0.40 1,175 35 35 35 NO CHANGE
29 Lincoln Ave. Wilcox Ave. to
Maple Ave.

0.50 12,595 31 25 30 INCREASED
30 Lincoln Ave. Maple Ave. to
Montebello Blvd.

0.50 13,310 36 35 35 NO CHANGE
31 Lincoln Ave. Montebello Blvd. to
Victoria Ave.

0.70 6,036 31 25 35 INCREASED
32 Lincoln Ave. Victoria Ave. to Avenida
de la Merced

0.40 6,925 35 25 35 INCREASED
33 Lincoln Ave. Avenida de la Merced to
San Gabriel Blvd.

1.13 6,590 39 35 35 NO CHANGE
34 Mines Ave. Vail Ave. to
Greenwood Ave.

0.48 5,714 32 25 25 NO CHANGE
35 Mines Ave. Greenwood Ave. to
Montebello Blvd.

0.21 6,158 32 25 25 NO CHANGE
36 Mines Ave. Montebello Blvd. to
Bluff Rd.

0.33 3,840 37 25 25 NO CHANGE
37 Montebello Blvd. Plaza Dr. to
Paramount Blvd.

0.55 8,355 41 40 40 NO CHANGE
38 Montebello Blvd. Paramount Blvd. to
Jefferson Blvd.

0.95 29,196 42 40 40 NO CHANGE
39 Montebello Blvd. Jefferson Blvd. to
Lincoln Ave.

0.43 29,947 42 40 40 NO CHANGE
40 Montebello Blvd. Lincoln Ave. to
Beverly Blvd.

0.25 26,006 41 40 40 NO CHANGE
41 Montebello Blvd. Beverly Blvd. to
Madison Ave.

0.30 23,151 40 35 35 NO CHANGE
42 Montebello Blvd. Madison Ave. to
Whittier Blvd.

0.30 13,146 38 35 35 NO CHANGE
43 Montebello Blvd. Whittier Blvd. to
Truck Wy.

0.37 2,705 35 35 35 NO CHANGE
44 Montebello Blvd. Truck Wy. to
Mines Ave.

0.22 1,423 32 30 30 NO CHANGE
45 Montebello Blvd. Mines Ave. to
Washington Blvd.

0.63 2,032 35 30 30 NO CHANGE
46 Montebello Blvd. Washington Blvd. to
Sycamore St.

0.78 590 26 25 25 NO CHANGE
47 Montebello Wy. Truck Wy. to Mines Ave. 0.3 14,140 - 40 40 NO CHANGE 48 Olympic Blvd. West City Limit to
Maple Ave.

0.58 16,572 42 40 40 NO CHANGE
49 Olympic Blvd. Maple Ave. to
Montebello Blvd.

0.51 3,276 39 35 35 NO CHANGE
50 Olympic Blvd. Montebello Blvd. to
4th St.

0.24 582 36 35 35 NO CHANGE

Page 147 of 1054 ends

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Engineering and Traffic Survey – April 2026

Page 20 ends

Table 2
Speed Survey Summary (Continued)

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Adjustment
51 Paramount Blvd. North City Limit to
SR 60 Freeway

0.40 29,811 40 35 35 NO CHANGE
52 Paramount Blvd. SR 60 Freeway to
Montebello Blvd.

0.19 29,785 38 40 35 DECREASED
53 Pickering Wy. Olympic Blvd. to
Ferguson Dr.

0.25 849 34 30 30 NO CHANGE
54 Poplar Ave. Lincoln Ave. to
Beverly Blvd.

0.29 4,611 36 25 30 INCREASED
55 Poplar Ave. Beverly Blvd. to
Poplar Way

0.46 3,906 33 25 30 INCREASED
56 Potrero Grande Dr. Arroyo Dr. to
South City Limit

0.48 21,361 40 40 40 NO CHANGE
57 Rea Dr. Beverly Blvd. to
Lincoln Ave.

0.44 4,620 34 25 30 INCREASED
58 Slauson Ave. Telegraph Rd. to
Bluff Rd.

0.21 51,216 35 35 35 NO CHANGE
59 Telegraph Rd. Church Rd. to
Greenwood Ave.

0.53 37,631 42 45 45 NO CHANGE
60 Telegraph Rd. Greenwood Ave. to
Slauson Ave.

0.42 45,137 44 45 45 NO CHANGE
61 Union St. Greenwood Ave. to
Chapin Rd.

0.46 3,706 25 25 25 NO CHANGE
62 Vail Ave. Beverly Blvd. to
Whittier Blvd.

0.51 3,320 31 25 25 NO CHANGE
63 Vail Ave. Whittier Blvd.to
Olympic Blvd.

0.18 8,772 29 25 25 NO CHANGE
64 Vail Ave. Olympic Blvd. to
Washington Blvd.

0.90 10,493 32 30 30 NO CHANGE
65 Vail Ave. Washington Blvd. to
South City Limit

0.82 5,671 32 30 30 NO CHANGE
66 Via Campo West City Limit to
Findlay Ave.

0.35 5,137 44 35 35 NO CHANGE
67 Via Campo Findlay Ave. to
Garfield Ave.

0.46 11,105 42 35 35 NO CHANGE
68 Via Campo Garfield Ave. to
Vail Ave.

0.69 18,255 41 35 35 NO CHANGE
69 Washington Blvd. East City Limit to
Greenwood Ave.

0.77 32,323 40 40 40 NO CHANGE
70 Washington Blvd. Greenwood Ave. to
West City Limit

0.50 35,743 40 40 40 NO CHANGE
71 Westmoreland Dr. Wilcox Ave. to
Vail Ave.

0.31 5,957 34 25 25 NO CHANGE
72 Whittier Blvd. Garfield Ave. to
19th St.

0.51 25,423 39 30 30 NO CHANGE
73 Whittier Blvd. 19th St. to
Greenwood Ave.

0.56 24,775 36 30 30 NO CHANGE
74 Whittier Blvd. Greenwood Ave. to
Montebello Blvd.

0.22 27,181 37 30 30 NO CHANGE
75 Whittier Blvd. Montebello Blvd. to
5th St.

0.19 25,231 35 30 30 NO CHANGE

Page 148 of 1054 ends

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Engineering and Traffic Survey – April 2026

Page 21 ends

Table 2
Speed Survey Summary (Continued)

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Adjustment
76 Whittier Blvd. 5th St. to
Van Norman Rd.

0.54 28,302 37 30 30 NO CHANGE
77 Wilcox Ave. Via Campo to
Hay St.

0.39 29,140 37 35 35 NO CHANGE
78 Wilcox Ave. Hay St. to
Lincoln Ave.

0.30 21,123 35 30 30 NO CHANGE
79 Wilcox Ave. Lincoln Ave. to
Beverly Blvd.

0.25 19,452 36 30 30 NO CHANGE
80 Wilcox Ave. Beverly Blvd. to
Whittier Blvd.

0.51 13,422 36 35 35 NO CHANGE

Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix ‘C’

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Engineering and Traffic Survey – April 2026

Page 22 ends

Table 3
Survey supports current posted speed limit - NO CHANGE

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
3 Avenida de
la Merced
Lincoln Ave. to
Poplar Ave

0.55 2,714 34 35 35 Safe route to school zone, stop controlled intersections justify keeping existing speed limit to the 85th percentile speed.
4 Avenida de
la Merced
Poplar Ave. to
Montebello Blvd.

0.45 2,443 38 35 35 Safe route to school zone, bike lanes, 3 accidents justify reduction to the 85th percentile speed.by 3 MPH
5 Beverly Blvd. West City Limit to
Findlay Ave.

0.33 23,823 40 35 35 Numerous commercial driveways, safe route to school zone and limited visibility justify reducing the 85th
percentile speed by 5 MPH
6 Beverly Blvd. Findlay Ave. to
Garfield Ave.

0.24 26,173 41 35 35 Numerous commercial driveways, safe route to school zone, vertical curve and limited visibility justify reducing the 85th percentile speed by 6 MPH.
7 Beverly Blvd. Garfield Ave. to
Wilcox Ave.

0.68 25,817 40 35 35 Numerous commercial driveways, uncontrolled crosswalk, vertical curves and limited visibility justify reducing the 85th percentile speed by 5 MPH.
8 Beverly Blvd. Wilcox Ave. to
Maple Ave.

0.50 44,902 39 35 35 Numerous commercial driveways, uncontrolled crosswalk, vertical curves and limited visibility justify reducing the 85th percentile speed by 4 MPH.
9 Beverly Blvd. Maple Ave. to
Montebello Blvd.

0.50 41,917 39 35 35 Numerous commercial driveways, uncontrolled crosswalk, vertical curves and limited visibility justify reducing the 85th percentile speed by 4 MPH
10 Beverly Blvd. Montebello Blvd. to
East City Limit

0.80 29,381 38 35 35 Numerous commercial driveways, uncontrolled crosswalk and limited visibility justify reducing the 85th percentile speed by 3 MPH.
11 Bluff Rd. Whittier Blvd. to
Washington Blvd.

1.31 8,546 34 25 25 Numerous residential driveways, horizontal curve, and limited visibility justify reducing the 85th percentile speed by 8 MPH.
12 Bluff Rd. Washington Blvd. to
Sycamore St.

0.77 1,167 33 25 25 Numerous residential driveways, horizontal curves, and limited visibility justify reducing the 85th percentile speed by 8 MPH

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Engineering and Traffic Survey – April 2026

Page 23 ends

Table 3
Survey supports current posted speed limit - NO CHANGE (Continued)

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
13 Concourse Blvd. Beverly Blvd. to
Madison Ave.

0.27 1,581 34 25 25 Numerous residential driveways, horizontal curve, and limited visibility justify reducing the 85th percentile speed by 9 MPH.
14 Concourse Blvd. Madison Ave. to
Whittier Blvd.

0.27 4,438 35 25 25 Numerous residential driveways, horizontal curve, and limited visibility justify reducing the 85th percentile speed by 10 MPH.
15 Findlay Ave. Via Campo to
Beverly Blvd.

0.61 834 30 25 25 SRTS, Narrow Street width, Speed Bumps, and Numerous residential driveways justify reducing the rounded 85th percentile speed by 5 MPH.
16 Findlay Ave. Beverly Blvd. to
South City Limit

0.22 2,783 26 25 25 SRTS, Narrow Street width, Speed Bumps, and Numerous residential driveways justify reducing the rounded 85th percentile speed by 5 MPH.
17 Garfield Ave. Pomona Blvd. to
Beverly Blvd.

0.65 30,650 43 40 40 SRTS, cross streets, and numerous residential driveways justify reducing the 85th percentile speed by 3 MPH.
18 Garfield Ave. Beverly Blvd. to
Whittier Blvd.

0.91 29,586 42 40 40 SRTS, cross streets, and numerous residential driveways justify reducing the 85th percentile speed by 2 MPH.
19 Greenwood Ave. Washington Blvd. to
Oakwood St.

0.48 11,183 41 40 40 SRTS, cross streets, and numerous residential driveways justify reducing the 85th percentile speed by 2 MPH.
20 Greenwood Ave. Mines Ave. to
Washington Blvd.

0.63 17,418 40 40 40 Residential area, numerous driveways and crosswalks justify keeping the 85th percentile speed.
21 Greenwood Ave. Oakwood St. to
Telegraph Rd.

0.70 22,049 42 40 40 Residential area, numerous driveways and crosswalks justify reducing the 85th percentile speed by 2 MPH.
22 Greenwood Ave. Whittier Blvd. to
Olympic Blvd.

0.26 8,608 33 30 30 Residential area, numerous driveways and uncontrolled crosswalks justify reducing the 85th percentile speed by 3 MPH.

Page 151 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 24 ends

Table 3
Survey supports current posted speed limit - NO CHANGE (Continued)

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
23 Greenwood Ave. Olympic Blvd. to
Montebello Way

0.28 10,693 30 25 25 Numerous driveways, horizontal curves, at-grade rail road crossing and limited visibility justify reducing the 85th percentile speed by 5 MPH.
24 Hay St. Wilcox Ave. to
Via Acosta

0.43 4,870 27 25 25 Numerous driveways, safe route to school, speed humps, limited visibility and horizontal curves justify the 85th percentile speed by 2 MPH.
25 Hay St. Via Acosta to
Via Corona

0.23 3,167 24 25 25 Numerous driveways, safe route to school, limited visibility, and horizontal and vertical curves justify the 85th
percentile speed reduction by 1 MPH.
27 Howard Ave. Lincoln Ave. to
Beverly Blvd.

0.25 3,270 32 30 30 Numerous driveways, two-way turn lanes, justify reducing the 85th percentile speed by 2 MPH.
28 Jefferson Blvd. Howard Ave. to
Montebello Blvd.

0.40 1,175 35 35 35 Residential area, driveways and controlled crosswalks justify maintaining the 85th percentile speed 35 MPH.
30 Lincoln Ave. Maple Ave. to
Montebello Blvd.

0.50 13,310 36 35 35 Numerous driveways and controlled crosswalk justify maintaining speed limit near the 85th percentile speed of 36 MPH.
33 Lincoln Ave. Avenida de la Merced to
San Gabriel Blvd.

1.13 6,590 39 35 35 Controlled cross streets, driveways and crosswalk justify maintaining existing speed reducing the 85th percentile speed by 4 MPH..
34 Mines Ave. Vail Ave. to
Greenwood Ave.

0.48 5,714 32 25 25 Numerous industrial truck driveways, multiple stop - controlled intersections and limited visibility justify reducing the 85th percentile speed by 7 MPH.
35 Mines Ave. Greenwood Ave. to
Montebello Blvd.

0.21 6,158 32 25 25 Numerous driveways and limited visibility justify reducing the 85th percentile speed by 7 MPH.
36 Mines Ave. Montebello Blvd. to
Bluff Rd.

0.33 3,840 37 25 25 Numerous driveways, uncontrolled crosswalks and limited visibility justify reducing the 85th percentile speed by 12 MPH.

Page 152 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 25 ends

Table 3
Survey supports current posted speed limit - NO CHANGE (Continued)

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
37 Montebello Blvd. Plaza Dr. to
Paramount Blvd.

0.55 8,355 41 40 40 Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 1 MPH.
38 Montebello Blvd. Paramount Blvd. to
Jefferson Blvd.

0.95 29,196 42 40 40 Horizontal curve justifies reducing the 85th percentile speed by 2 MPH.
39 Montebello Blvd. Jefferson Blvd. to
Lincoln Ave.

0.43 29,947 42 40 40 Horizontal curve justifies reducing the 85th percentile speed by 2 MPH.
40 Montebello Blvd. Lincoln Ave. to
Beverly Blvd.

0.25 26,006 41 40 40 Horizontal curve justifies reducing the 85th percentile speed by 1 MPH.
41 Montebello Blvd. Beverly Blvd. to
Madison Ave.

0.30 23,151 40 35 35 Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 5 MPH.
42 Montebello Blvd. Madison Ave. to
Whittier Blvd.

0.30 13,146 38 35 35 Horizontal curve justifies reducing the 85th percentile speed by 3 MPH.
43 Montebello Blvd. Whittier Blvd. to
Truck Wy.

0.37 2,705 35 35 35 Numerous driveways, horizontal curve and limited visibility justify keeping the speed limit at the 85th percentile speed by 35 MPH.
44 Montebello Blvd. Truck Wy. to
Mines Ave.

0.22 1,423 32 30 30 Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 2 MPH.
45 Montebello Blvd. Mines Ave. to
Washington Blvd.

0.63 2,032 35 30 30 Numerous driveways, uncontrolled crosswalk, horizontal curve and limited visibility justify reducing the 85th percentile speed by 5 MPH.
46 Montebello Blvd. Washington Blvd. to
Sycamore St.

0.78 590 26 25 25 Numerous driveways, and limited visibility justify reducing the 85th percentile speed by 1 MPH.

Page 153 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 26 ends

Table 3
Survey supports current posted speed limit - NO CHANGE (Continued)

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
47 Montebello Wy. Truck Wy. to
Mines Ave.

0.30 14,140- 39 40 40 Construction Zone, Speeds and ADT counts could not be done.

ADT is projected from 2016 counts. Numerous driveways,
horizontal curve and limited visibility justify keeping existing limit near to the 85th percentile speed 39 MPH.
48 Olympic Blvd. West City Limit to
Maple Ave.

0.58 16,572 42 40 40 Uncontrolled crosswalk and horizontal curve justify reducing the 85th percentile speed by 2 MPH.
49 Olympic Blvd. Maple Ave. to
Montebello Blvd.

0.51 3,276 39 35 35 Uncontrolled crosswalks, numerous driveways and horizontal curve justify reducing the 85th percentile speed by 4 MPH.
50 Olympic Blvd. Montebello Blvd. to
4th St.

0.24 582 36 35 35 Uncontrolled crosswalk and truck traffic justify reducing the 85th percentile speed by 1 MPH.
51 Paramount Blvd. North City Limit to
SR 60 Freeway

0.40 29,811 40 35 35 Horizontal and vertical curves justify application of a 5 MPH reduction to the 85th percentile speed.
53 Pickering Wy. Olympic Blvd. to
Ferguson Dr.

0.25 849 34 30 30 Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 4 MPH.
56 Potrero Grande Dr. Arroyo Dr. to
South City Limit

0.48 21,361 40 40 40 Limited driveways, minor horizontal curve and clear visibility justify keeping existing speed limit near the 85th percentile speed of 40 MPH.
58 Slauson Ave. Telegraph Rd. to
Bluff Rd.

0.21 51,216 35 35 35 Limited driveways, minor horizontal curve and visibility justify keeping the speed limit at the 85th percentile speed 40 MPH.
59 Telegraph Rd. Church Rd. to
Greenwood Ave.

0.53 37,631 42 45 45 Clear visibility justifies keeping existing speed limit near the 85th percentile speed by 42 MPH.
60 Telegraph Rd. Greenwood Ave. to
Slauson Ave.

0.42 45,137 44 45 45 Clear visibility justifies keeping existing speed limit near the 85th percentile speed by 44 MPH.

Page 154 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 27 ends

Table 3
Survey supports current posted speed limit - NO CHANGE (Continued)

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
61 Union St. Greenwood Ave. to
Chapin Rd.

0.46 3,706 25 25 25 On-street parking, numerous driveways, limited visibility and heavy truck usage justify a speed limit at the 85th percentile.speed of 25 MPH.
62 Vail Ave. Beverly Blvd. to
Whittier Blvd.

0.51 3,320 31 25 25 Numerous driveways, school zone, speed humps justify reducing the 85th percentile speed by 6 MPH.
63 Vail Ave. Whittier Blvd.to
Olympic Blvd.

0.18 8,772 29 25 25 Numerous driveways and school zone justify reducing the 85th percentile speed by 4 MPH.
64 Vail Ave. Olympic Blvd. to
Washington Blvd.

0.90 10,493 32 30 30 Numerous driveways, uncontrolled crosswalks, railroad crossing justify reducing the 85th percentile speed by 2 MPH.
65 Vail Ave. Washington Blvd. to
South City Limit

0.82 5,671 32 30 30 Numerous driveways, school zone justify reducing the 85th percentile speed by 2 MPH.
66 Via Campo West City Limit to
Findlay Ave.

0.35 5,137 44 35 35 Traffic merging from freeway ramp and local streets and limited visibility justify a 7 MPH reduction to the 85th percentile speed.
67 Via Campo Findlay Ave. to
Garfield Ave.

0.46 11,105 42 35 35 Numerous driveways and limited visibility justify a 7 MPH reduction to the 85th percentile speed.
68 Via Campo Garfield Ave. to
Vail Ave.

0.69 18,255 41 35 35 Numerous driveways and truck traffic justify reducing the 85th percentile speed by 6 MPH.
69 Washington Blvd. East City Limit to
Greenwood Ave.

0.77 32,323 40 40 40 Controlled driveways, and clear visibility justify keeping the speed limit at the 85th percentile speed by 40 MPH.
70 Washington Blvd. Greenwood Ave. to
West City Limit

0.50 35,743 40 40 40 Controlled driveways, and clear visibility justify keeping the speed limit at the 85th percentile speed by 40 MPH.

Page 155 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 28 ends

Table 3
Survey supports current posted speed limit - NO CHANGE (Continued)

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
71 Westmoreland Dr. Wilcox Ave. to
Vail Ave.

0.31 5,957 34 25 25 Numerous driveways, safe route to school, horizontal and vertical curves and limited visibility justify reducing the 85th percentile speed by 9 MPH.
72 Whittier Blvd. Garfield Ave. to
19th St.

0.51 25,423 39 30 30 Numerous driveways and a uncontrolled crosswalk justify reducing the 85th percentile speed by 9 MPH.
73 Whittier Blvd. 19th St. to
Greenwood Ave.

0.56 24,775 36 30 30 Numerous driveways, safe routes to school, and uncontrolled crosswalks justify reducing the 85th
percentile speed by 6 MPH.
74 Whittier Blvd. Greenwood Ave. to
Montebello Blvd.

0.22 27,181 37 30 30 Numerous driveways, safe routes to school, and uncontrolled crosswalks justify reducing the 85th
percentile speed by 7 MPH.
75 Whittier Blvd. Montebello Blvd. to
5th St.

0.19 25,231 35 30 30 Numerous commercial driveways, on -street parking, uncontrolled crosswalk and limited visibility justify a 5 MPH reduction to the 85th percentile speed.
76 Whittier Blvd. 5th St. to
Van Norman Rd.

0.54 28,302 37 30 30 Numerous commercial driveways, on -street parking, uncontrolled crosswalks and limited visibility justify a 7 MPH reduction to the 85th percentile speed.
77 Wilcox Ave. Via Campo to
Hay St.

0.39 29,140 37 35 35 Numerous driveways, horizontal and vertical curves, safe route to school and limited visibility justify reducing the 85th percentile speed by 7 MPH.
78 Wilcox Ave. Hay St. to
Lincoln Ave.

0.30 21,123 35 30 30 Numerous driveways, horizontal and vertical curves, school, safe route to school and limited visibility justify reducing the 85th percentile speed by 5 MPH
79 Wilcox Ave. Lincoln Ave. to
Beverly Blvd.

0.25 19,452 36 30 30 Numerous driveways, horizontal and vertical curves, safe route to school and limited visibility justify reducing the 85th percentile speed by 6 MPH.
80 Wilcox Ave. Beverly Blvd. to
Whittier Blvd.

0.51 13,422 36 35 35 Numerous driveways, safe route to school and on -street parking justify reducing the 85th percentile speed by 1 MPH.

Page 156 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Page 29 ends

Table 4
Survey speeds differ from posted speed, limit can be JUSTIFIED

No.

Street

Segment
Length
in
Miles

ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit

Justification
1 Arroyo Dr Potrero Grande Dr. to
Paramount Blvd.

0.56 5,613 35 30 35 Limited driveways, signalized intersections justify increase to the 85th percentile speed.
2 Arroyo Dr Paramount Blvd. to
Rose Glen Ave..

0.60 2,546 35 25 35 Limited driveways, signalized intersections, zero accidents justify increase to the 85th percentile speed. 26 Howard Ave. Jefferson Blvd. to
Lincoln Ave.

0.40 1,218 36 35 30 Residential area, numerous driveways and uncontrolled crosswalks justify reducing the 85th percentile speed by 6 MPH. 29 Lincoln Ave. Wilcox Ave. to
Maple Ave.

0.50 12,595 31 25 30 Controlled crosswalks, driveways and existing conditions justify increasing speed limit near the 85th percentile speed of 31 MPH 31 Lincoln Ave. Montebello Blvd. to
Victoria Ave.

0.70 6,036 31 25 35 Controlled crosswalks, driveways, justify increasing speed limit near the 85th percentile speed of 31 MPH.
32 Lincoln Ave. Victoria Ave. to Avenida
de la Merced

0.40 6,925 35 25 35 Controlled crosswalks, driveways, justify increasing speed limit near the 85th percentile speed of 35 MPH.
52 Paramount Blvd. SR 60 Freeway to
Montebello Blvd.

0.19 29,785 38 40 35 Horizontal curve justify application of a 5 MPH reduction to the 85th percentile speed.
54 Poplar Ave. Lincoln Ave. to
Beverly Blvd.

0.29 4,611 36 25 30 On-street parking, numerous driveways, limited visibility and an uncontrolled crosswalk justify a 6 MPH reduction to the 85th percentile.
55 Poplar Ave. Beverly Blvd. to
Poplar Way

0.46 3,906 33 25 30 On-street parking, numerous driveways, limited visibility and an uncontrolled crosswalk justify a 3 MPH reduction to the rounded 85th percentile.
57 Rea Dr. Beverly Blvd. to
Lincoln Ave.

0.44 4,620 34 25 30 On-street parking, horizontal and vertical curves, limited visibility and the park justify a 4 MPH reduction to the 85th percentile.

Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix ‘C’

Page 157 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Appendix ‘A’
Average Daily Traffic (ADT) Volumes

Page 158 of 1054 ends

Page 1 ends

Arroyo Drive Btwn
Potrero Grande Drive & Paramount Blvd

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 62 4 37
12:15 3 43 4 40
12:30 2 42 0 45
12:45 7 55 14 202 2 40 10 162 24 364
01:00 7 35 2 38
01:15 3 50 1 38
01:30 2 32 2 35
01:45 2 37 14 154 1 29 6 140 20 294
02:00 1 37 6 44
02:15 1 54 1 28
02:30 0 62 2 43
02:45 0 38 2 191 2 77 11 192 13 383
03:00 2 37 4 80
03:15 0 41 2 65
03:30 1 38 1 72
03:45 2 39 5 155 0 101 7 318 12 473
04:00 5 35 2 128
04:15 1 38 2 118
04:30 1 45 4 116
04:45 7 39 14 157 2 103 10 465 24 622
05:00 5 46 7 129
05:15 5 38 13 115
05:30 15 36 6 138
05:45 13 43 38 163 6 124 32 506 70 669
06:00 18 36 11 119
06:15 10 26 15 84
06:30 11 42 10 75
06:45 18 28 57 132 13 51 49 329 106 461
07:00 29 23 21 51
07:15 38 31 20 45
07:30 58 17 23 26
07:45 94 16 219 87 33 30 97 152 316 239
08:00 94 19 57 19
08:15 46 15 53 22
08:30 39 17 38 22
08:45 26 13 205 64 26 19 174 82 379 146
09:00 31 8 23 12
09:15 27 19 31 17
09:30 33 14 24 13
09:45 23 17 114 58 24 10 102 52 216 110
10:00 15 9 37 16
10:15 27 8 37 7
10:30 35 14 27 5
10:45 35 10 112 41 35 7 136 35 248 76
11:00 22 7 27 8
11:15 31 3 37 5
11:30 77 7 31 8
11:45 43 10 173 27 28 4 123 25 296 52
Total 967 1431 757 2458 1724 3889
Percent 40.3% 59.7% 23.5% 76.5% 30.7% 69.3%
Grand
Total 967 1431 757 2458 1724 3889
Percent 40.3% 59.7% 23.5% 76.5% 30.7% 69.3%

ADT ADT 5,613 AADT 5,613

Page 159 of 1054 ends

Page 1 ends

Arroyo Drive Btwn
Paramount Blvd & San Gabriel Blvd

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 14 2 15
12:15 1 9 2 15
12:30 0 13 5 16
12:45 1 20 4 56 0 13 9 59 13 115
01:00 0 10 0 6
01:15 1 12 1 12
01:30 1 17 0 15
01:45 1 25 3 64 1 12 2 45 5 109
02:00 2 18 1 13
02:15 0 9 0 11
02:30 0 18 0 16
02:45 0 18 2 63 0 25 1 65 3 128
03:00 0 51 0 37
03:15 0 40 0 27
03:30 1 19 0 20
03:45 0 23 1 133 0 23 0 107 1 240
04:00 1 32 0 47
04:15 0 35 1 24
04:30 1 42 0 42
04:45 2 37 4 146 0 28 1 141 5 287
05:00 1 34 1 30
05:15 4 43 0 34
05:30 5 46 1 31
05:45 4 31 14 154 0 32 2 127 16 281
06:00 2 30 2 34
06:15 7 28 3 28
06:30 14 30 4 31
06:45 13 20 36 108 5 22 14 115 50 223
07:00 20 26 9 27
07:15 28 24 22 25
07:30 52 18 33 12
07:45 81 14 181 82 42 18 106 82 287 164
08:00 25 9 15 12
08:15 24 23 23 7
08:30 13 12 12 9
08:45 24 15 86 59 18 5 68 33 154 92
09:00 11 3 13 6
09:15 9 5 9 5
09:30 25 5 5 5
09:45 12 7 57 20 5 4 32 20 89 40
10:00 14 19 6 3
10:15 13 16 11 4
10:30 9 2 7 2
10:45 15 4 51 41 10 2 34 11 85 52
11:00 8 3 10 0
11:15 9 1 6 2
11:30 14 3 15 2
11:45 11 3 42 10 17 3 48 7 90 17
Total 481 936 317 812 798 1748
Percent 33.9% 66.1% 28.1% 71.9% 31.3% 68.7%
Grand
Total 481 936 317 812 798 1748
Percent 33.9% 66.1% 28.1% 71.9% 31.3% 68.7%

ADT ADT 2,546 AADT 2,546

Page 160 of 1054 ends

Page 1 ends

Avenida de la Merced Btwn
Poplar Avenue & Lincoln Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 8 0 11
12:15 4 17 1 15
12:30 0 15 4 8
12:45 0 15 8 55 0 24 5 58 13 113
01:00 2 17 0 11
01:15 0 21 1 17
01:30 0 14 0 19
01:45 1 23 3 75 0 46 1 93 4 168
02:00 0 87 0 27
02:15 0 33 0 19
02:30 0 36 0 9
02:45 0 34 0 190 0 13 0 68 0 258
03:00 0 41 1 11
03:15 0 33 0 17
03:30 0 28 0 21
03:45 0 28 0 130 0 25 1 74 1 204
04:00 2 41 0 25
04:15 0 45 1 12
04:30 1 52 2 19
04:45 2 40 5 178 2 17 5 73 10 251
05:00 1 59 2 19
05:15 3 41 4 28
05:30 6 47 3 13
05:45 6 55 16 202 1 18 10 78 26 280
06:00 2 38 2 19
06:15 2 33 7 21
06:30 7 17 6 14
06:45 8 22 19 110 20 16 35 70 54 180
07:00 9 13 17 7
07:15 22 19 29 10
07:30 49 14 56 8
07:45 81 12 161 58 93 6 195 31 356 89
08:00 43 18 42 11
08:15 15 18 23 5
08:30 24 10 21 11
08:45 14 13 96 59 17 4 103 31 199 90
09:00 14 11 15 6
09:15 11 12 14 6
09:30 13 11 11 5
09:45 12 4 50 38 10 2 50 19 100 57
10:00 20 4 11 5
10:15 11 2 13 5
10:30 11 3 16 2
10:45 20 4 62 13 13 2 53 14 115 27
11:00 10 3 13 0
11:15 16 2 14 4
11:30 13 3 10 2
11:45 13 1 52 9 12 3 49 9 101 18
Total 472 1117 507 618 979 1735
Percent 29.7% 70.3% 45.1% 54.9% 36.1% 63.9%
Grand
Total 472 1117 507 618 979 1735
Percent 29.7% 70.3% 45.1% 54.9% 36.1% 63.9%

ADT ADT 2,714 AADT 2,714

Page 161 of 1054 ends

Page 1 ends

Avenida de la Merced Btwn
Poplar Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 11 1 12
12:15 0 16 0 14
12:30 4 12 0 14
12:45 0 20 5 59 0 22 1 62 6 121
01:00 0 15 0 9
01:15 0 15 0 14
01:30 0 14 0 18
01:45 0 38 0 82 1 25 1 66 1 148
02:00 0 22 0 70
02:15 0 17 0 38
02:30 0 9 0 27
02:45 0 8 0 56 0 24 0 159 0 215
03:00 0 17 0 34
03:15 0 20 1 28
03:30 0 23 1 25
03:45 0 24 0 84 0 28 2 115 2 199
04:00 0 26 4 25
04:15 0 18 0 36
04:30 2 20 3 44
04:45 1 14 3 78 2 31 9 136 12 214
05:00 1 23 1 52
05:15 1 28 3 46
05:30 0 10 6 33
05:45 0 23 2 84 8 42 18 173 20 257
06:00 0 19 13 29
06:15 3 20 5 28
06:30 2 12 12 13
06:45 15 10 20 61 11 16 41 86 61 147
07:00 12 15 15 9
07:15 23 12 34 8
07:30 45 16 52 10
07:45 71 7 151 50 71 7 172 34 323 84
08:00 37 13 51 12
08:15 14 6 19 9
08:30 10 11 25 6
08:45 9 4 70 34 17 8 112 35 182 69
09:00 9 6 10 7
09:15 10 5 9 6
09:30 12 4 11 8
09:45 7 6 38 21 15 1 45 22 83 43
10:00 9 4 20 3
10:15 12 7 11 4
10:30 12 4 14 2
10:45 12 2 45 17 17 3 62 12 107 29
11:00 16 0 12 2
11:15 10 4 17 1
11:30 14 1 14 2
11:45 11 2 51 7 12 2 55 7 106 14
Total 385 633 518 907 903 1540
Percent 37.8% 62.2% 36.4% 63.6% 37.0% 63.0%
Grand
Total 385 633 518 907 903 1540
Percent 37.8% 62.2% 36.4% 63.6% 37.0% 63.0%

ADT ADT 2,443 AADT 2,443

Page 162 of 1054 ends

Page 1 ends

Beverly Boulevard Btwn
West City Limit & Findlay Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 175 21 131
12:15 21 149 18 166
12:30 11 146 17 182
12:45 7 165 58 635 16 150 72 629 130 1264
01:00 7 173 7 186
01:15 5 159 9 166
01:30 6 142 7 198
01:45 11 145 29 619 6 239 29 789 58 1408
02:00 10 169 7 206
02:15 11 168 5 244
02:30 3 195 7 265
02:45 9 186 33 718 2 273 21 988 54 1706
03:00 4 182 7 286
03:15 10 141 11 335
03:30 6 191 3 338
03:45 14 215 34 729 14 331 35 1290 69 2019
04:00 12 161 12 342
04:15 21 155 11 349
04:30 20 167 17 384
04:45 33 190 86 673 23 395 63 1470 149 2143
05:00 33 167 15 382
05:15 45 181 29 371
05:30 59 172 32 403
05:45 84 183 221 703 33 387 109 1543 330 2246
06:00 85 160 35 340
06:15 116 143 42 401
06:30 146 138 55 333
06:45 170 131 517 572 67 297 199 1371 716 1943
07:00 198 130 98 262
07:15 263 104 124 197
07:30 271 96 138 128
07:45 297 118 1029 448 139 131 499 718 1528 1166
08:00 251 117 209 102
08:15 204 110 177 112
08:30 215 93 155 95
08:45 181 92 851 412 123 79 664 388 1515 800
09:00 170 97 148 72
09:15 151 82 107 61
09:30 143 83 113 64
09:45 144 73 608 335 138 63 506 260 1114 595
10:00 135 65 128 47
10:15 176 52 128 41
10:30 147 44 137 43
10:45 162 36 620 197 125 38 518 169 1138 366
11:00 129 48 142 29
11:15 174 20 138 29
11:30 132 24 135 27
11:45 143 16 578 108 152 28 567 113 1145 221
Total 4664 6149 3282 9728 7946 15877
Percent 43.1% 56.9% 25.2% 74.8% 33.4% 66.6%
Grand
Total 4664 6149 3282 9728 7946 15877
Percent 43.1% 56.9% 25.2% 74.8% 33.4% 66.6%

ADT ADT 23,823 AADT 23,823

Page 163 of 1054 ends

Page 1 ends

Beverly Boulevard Btwn
Findlay Avenue & Garfield Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 161 23 167
12:15 14 205 21 159
12:30 21 198 19 131
12:45 12 198 66 762 7 165 70 622 136 1384
01:00 10 205 12 165
01:15 6 200 4 156
01:30 3 236 6 147
01:45 10 268 29 909 10 152 32 620 61 1529
02:00 5 255 13 168
02:15 8 260 5 145
02:30 8 393 1 170
02:45 2 354 23 1262 11 158 30 641 53 1903
03:00 4 368 3 153
03:15 14 439 8 168
03:30 4 404 5 171
03:45 16 464 38 1675 12 194 28 686 66 2361
04:00 13 435 10 141
04:15 8 461 18 140
04:30 18 447 18 138
04:45 31 590 70 1933 28 177 74 596 144 2529
05:00 18 545 27 145
05:15 43 508 37 171
05:30 36 535 53 152
05:45 30 525 127 2113 92 185 209 653 336 2766
06:00 38 436 86 144
06:15 48 472 108 135
06:30 52 419 117 144
06:45 82 340 220 1667 175 129 486 552 706 2219
07:00 88 350 187 137
07:15 96 208 236 102
07:30 141 141 257 105
07:45 172 131 497 830 301 118 981 462 1478 1292
08:00 252 123 249 120
08:15 177 120 215 99
08:30 160 101 225 103
08:45 151 80 740 424 175 92 864 414 1604 838
09:00 161 78 161 90
09:15 131 68 149 73
09:30 148 63 147 74
09:45 159 51 599 260 150 66 607 303 1206 563
10:00 157 57 156 62
10:15 149 38 147 50
10:30 145 30 131 46
10:45 149 27 600 152 158 34 592 192 1192 344
11:00 166 20 121 43
11:15 183 29 168 18
11:30 176 18 138 27
11:45 170 26 695 93 144 16 571 104 1266 197
Total 3704 12080 4544 5845 8248 17925
Percent 23.5% 76.5% 43.7% 56.3% 31.5% 68.5%
Grand
Total 3704 12080 4544 5845 8248 17925
Percent 23.5% 76.5% 43.7% 56.3% 31.5% 68.5%

ADT ADT 26,173 AADT 26,173

Page 164 of 1054 ends

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Beverly Boulevard Btwn
Garfield Avenue & Wilcox Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 172 21 161
12:15 16 186 17 189
12:30 15 177 12 135
12:45 7 189 50 724 7 170 57 655 107 1379
01:00 6 179 7 176
01:15 10 180 2 150
01:30 2 188 5 164
01:45 7 231 25 778 10 164 24 654 49 1432
02:00 5 201 8 178
02:15 6 227 9 171
02:30 8 287 4 213
02:45 2 280 21 995 10 187 31 749 52 1744
03:00 2 294 4 188
03:15 4 339 10 167
03:30 4 344 3 290
03:45 11 397 21 1374 13 207 30 852 51 2226
04:00 5 329 17 199
04:15 6 376 16 179
04:30 20 362 21 187
04:45 34 425 65 1492 32 199 86 764 151 2256
05:00 24 445 33 219
05:15 44 449 44 175
05:30 33 412 53 218
05:45 37 452 138 1758 84 210 214 822 352 2580
06:00 40 397 81 180
06:15 54 385 129 163
06:30 65 368 128 168
06:45 77 307 236 1457 157 161 495 672 731 2129
07:00 86 257 214 159
07:15 114 209 229 113
07:30 163 151 250 129
07:45 201 135 564 752 342 130 1035 531 1599 1283
08:00 221 109 255 164
08:15 211 115 243 96
08:30 175 97 266 123
08:45 156 86 763 407 204 98 968 481 1731 888
09:00 157 67 185 89
09:15 134 65 153 86
09:30 149 63 166 75
09:45 143 55 583 250 171 87 675 337 1258 587
10:00 147 73 173 92
10:15 130 41 139 54
10:30 159 39 163 57
10:45 163 33 599 186 185 31 660 234 1259 420
11:00 174 25 149 58
11:15 177 26 191 32
11:30 145 22 147 24
11:45 165 31 661 104 172 15 659 129 1320 233
Total 3726 10277 4934 6880 8660 17157
Percent 26.6% 73.4% 41.8% 58.2% 33.5% 66.5%
Grand
Total 3726 10277 4934 6880 8660 17157
Percent 26.6% 73.4% 41.8% 58.2% 33.5% 66.5%

ADT ADT 25,817 AADT 25,817

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Beverly Boulevard Btwn
Wilcox Avenue & Maple Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 27 307 55 361
12:15 19 334 31 295
12:30 33 331 29 324
12:45 15 347 94 1319 17 357 132 1337 226 2656
01:00 26 298 19 369
01:15 14 348 8 287
01:30 15 281 18 306
01:45 16 398 71 1325 20 328 65 1290 136 2615
02:00 9 365 17 354
02:15 19 363 22 371
02:30 15 453 7 382
02:45 5 496 48 1677 23 371 69 1478 117 3155
03:00 7 446 7 349
03:15 16 458 22 343
03:30 18 537 13 372
03:45 20 539 61 1980 39 366 81 1430 142 3410
04:00 13 516 42 318
04:15 18 493 35 312
04:30 35 534 71 323
04:45 42 545 108 2088 98 360 246 1313 354 3401
05:00 21 515 88 313
05:15 53 539 136 343
05:30 57 508 167 385
05:45 56 529 187 2091 203 340 594 1381 781 3472
06:00 58 549 211 322
06:15 100 465 221 294
06:30 123 535 276 308
06:45 164 453 445 2002 380 302 1088 1226 1533 3228
07:00 162 431 435 279
07:15 215 324 494 240
07:30 286 324 547 243
07:45 298 237 961 1316 639 231 2115 993 3076 2309
08:00 323 209 528 240
08:15 352 217 523 214
08:30 285 190 460 192
08:45 316 191 1276 807 385 164 1896 810 3172 1617
09:00 240 131 368 187
09:15 268 138 350 176
09:30 275 109 312 142
09:45 229 99 1012 477 365 128 1395 633 2407 1110
10:00 264 112 358 111
10:15 261 91 285 110
10:30 272 87 345 93
10:45 284 66 1081 356 334 69 1322 383 2403 739
11:00 269 59 325 92
11:15 287 47 373 68
11:30 248 40 306 44
11:45 286 50 1090 196 296 53 1300 257 2390 453
Total 6434 15634 10303 12531 16737 28165
Percent 29.2% 70.8% 45.1% 54.9% 37.3% 62.7%
Grand
Total 6434 15634 10303 12531 16737 28165
Percent 29.2% 70.8% 45.1% 54.9% 37.3% 62.7%

ADT ADT 44,902 AADT 44,902

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Beverly Boulevard Btwn
Maple Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 30 302 55 308
12:15 25 334 31 310
12:30 31 380 31 334
12:45 17 373 103 1389 15 337 132 1289 235 2678
01:00 27 287 15 358
01:15 17 335 12 300
01:30 16 280 12 265
01:45 14 370 74 1272 23 325 62 1248 136 2520
02:00 10 360 21 371
02:15 14 345 23 353
02:30 16 416 7 368
02:45 4 405 44 1526 24 318 75 1410 119 2936
03:00 5 422 8 321
03:15 15 428 25 333
03:30 15 414 13 325
03:45 19 495 54 1759 37 365 83 1344 137 3103
04:00 19 464 42 282
04:15 27 432 30 301
04:30 36 430 70 281
04:45 46 447 128 1773 88 343 230 1207 358 2980
05:00 27 405 92 310
05:15 56 438 117 313
05:30 67 447 160 380
05:45 59 441 209 1731 190 334 559 1337 768 3068
06:00 73 427 178 285
06:15 105 424 208 287
06:30 111 424 264 267
06:45 161 419 450 1694 354 285 1004 1124 1454 2818
07:00 149 339 383 239
07:15 203 292 456 225
07:30 272 258 525 238
07:45 292 204 916 1093 538 242 1902 944 2818 2037
08:00 314 192 444 208
08:15 339 181 456 199
08:30 325 189 394 187
08:45 292 156 1270 718 348 163 1642 757 2912 1475
09:00 268 144 346 179
09:15 291 121 336 137
09:30 296 114 353 121
09:45 259 86 1114 465 376 118 1411 555 2525 1020
10:00 243 97 303 109
10:15 272 85 327 99
10:30 288 77 331 82
10:45 310 57 1113 316 287 59 1248 349 2361 665
11:00 277 59 300 81
11:15 280 41 348 56
11:30 284 40 317 42
11:45 293 39 1134 179 276 61 1241 240 2375 419
Total 6609 13915 9589 11804 16198 25719
Percent 32.2% 67.8% 44.8% 55.2% 38.6% 61.4%
Grand
Total 6609 13915 9589 11804 16198 25719
Percent 32.2% 67.8% 44.8% 55.2% 38.6% 61.4%

ADT ADT 41,917 AADT 41,917

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Beverly Boulevard Btwn
Montebello Boulevard & East City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/24/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 196 30 187
12:15 19 202 16 180
12:30 16 198 19 178
12:45 10 208 66 804 8 247 73 792 139 1596
01:00 14 213 5 187
01:15 13 206 14 214
01:30 11 224 14 225
01:45 7 226 45 869 9 199 42 825 87 1694
02:00 13 261 7 203
02:15 6 302 10 224
02:30 8 258 8 214
02:45 9 357 36 1178 7 218 32 859 68 2037
03:00 14 340 5 204
03:15 17 361 15 243
03:30 9 342 13 199
03:45 24 375 64 1418 18 222 51 868 115 2286
04:00 16 387 18 182
04:15 34 408 23 196
04:30 40 389 28 185
04:45 47 417 137 1601 46 206 115 769 252 2370
05:00 36 409 48 192
05:15 50 370 80 198
05:30 72 441 107 204
05:45 61 417 219 1637 111 231 346 825 565 2462
06:00 71 375 125 212
06:15 84 388 128 145
06:30 99 322 190 201
06:45 124 318 378 1403 270 165 713 723 1091 2126
07:00 111 260 296 177
07:15 174 252 343 157
07:30 165 208 432 113
07:45 177 164 627 884 372 138 1443 585 2070 1469
08:00 199 142 401 127
08:15 179 125 326 121
08:30 164 116 310 90
08:45 153 118 695 501 306 105 1343 443 2038 944
09:00 126 97 226 114
09:15 120 101 264 100
09:30 172 83 228 73
09:45 167 67 585 348 276 72 994 359 1579 707
10:00 142 79 196 81
10:15 173 55 197 67
10:30 163 46 210 55
10:45 160 43 638 223 179 50 782 253 1420 476
11:00 166 48 230 47
11:15 178 37 200 44
11:30 169 30 190 31
11:45 191 33 704 148 162 34 782 156 1486 304
Total 4194 11014 6716 7457 10910 18471
Percent 27.6% 72.4% 47.4% 52.6% 37.1% 62.9%
Grand
Total 4194 11014 6716 7457 10910 18471
Percent 27.6% 72.4% 47.4% 52.6% 37.1% 62.9%

ADT ADT 29,381 AADT 29,381

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Bluff Road Btwn
Whittier Boulevard & Washington Boulevar

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 56 6 65
12:15 4 50 1 50
12:30 6 42 9 64
12:45 4 42 19 190 4 60 20 239 39 429
01:00 3 50 3 69
01:15 8 66 4 50
01:30 8 63 7 75
01:45 6 85 25 264 6 63 20 257 45 521
02:00 5 83 0 85
02:15 4 64 6 106
02:30 0 72 3 83
02:45 5 85 14 304 4 82 13 356 27 660
03:00 4 83 1 96
03:15 5 72 4 86
03:30 5 87 6 78
03:45 5 94 19 336 10 90 21 350 40 686
04:00 4 93 7 130
04:15 4 83 16 99
04:30 6 101 19 89
04:45 9 83 23 360 21 97 63 415 86 775
05:00 11 87 26 107
05:15 14 88 23 121
05:30 21 102 31 78
05:45 10 85 56 362 46 98 126 404 182 766
06:00 17 73 34 93
06:15 26 82 20 75
06:30 16 61 41 80
06:45 36 57 95 273 63 57 158 305 253 578
07:00 36 48 66 46
07:15 66 45 74 45
07:30 89 47 96 41
07:45 82 37 273 177 106 42 342 174 615 351
08:00 74 39 94 40
08:15 48 41 101 34
08:30 49 27 74 35
08:45 60 40 231 147 60 27 329 136 560 283
09:00 57 31 63 32
09:15 37 29 60 31
09:30 45 31 53 29
09:45 47 30 186 121 50 28 226 120 412 241
10:00 37 31 52 16
10:15 48 21 47 19
10:30 49 21 44 8
10:45 44 25 178 98 47 7 190 50 368 148
11:00 39 13 42 17
11:15 55 16 47 8
11:30 35 16 51 10
11:45 66 13 195 58 44 9 184 44 379 102
Total 1314 2690 1692 2850 3006 5540
Percent 32.8% 67.2% 37.3% 62.7% 35.2% 64.8%
Grand
Total 1314 2690 1692 2850 3006 5540
Percent 32.8% 67.2% 37.3% 62.7% 35.2% 64.8%

ADT ADT 8,546 AADT 8,546

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Bluff Road Btwn
Washington Boulevard & Sycamore Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 13 3 8
12:15 2 4 0 10
12:30 1 10 1 8
12:45 1 6 5 33 1 7 5 33 10 66
01:00 0 2 0 4
01:15 0 9 1 6
01:30 0 14 0 8
01:45 1 12 1 37 0 16 1 34 2 71
02:00 1 11 3 6
02:15 0 11 0 7
02:30 1 6 1 15
02:45 3 15 5 43 3 7 7 35 12 78
03:00 0 14 0 6
03:15 1 7 1 17
03:30 0 15 1 12
03:45 0 8 1 44 0 7 2 42 3 86
04:00 1 12 0 14
04:15 1 8 4 14
04:30 0 16 2 11
04:45 0 11 2 47 6 7 12 46 14 93
05:00 2 9 0 9
05:15 4 6 5 5
05:30 7 10 2 7
05:45 5 3 18 28 7 16 14 37 32 65
06:00 2 7 4 8
06:15 5 6 6 9
06:30 9 12 6 10
06:45 1 7 17 32 13 7 29 34 46 66
07:00 10 11 11 8
07:15 6 12 9 8
07:30 13 5 14 13
07:45 11 7 40 35 16 9 50 38 90 73
08:00 11 4 15 12
08:15 4 8 15 9
08:30 8 1 9 6
08:45 3 3 26 16 7 8 46 35 72 51
09:00 8 4 9 6
09:15 7 5 8 4
09:30 5 2 4 5
09:45 3 4 23 15 13 9 34 24 57 39
10:00 8 2 5 4
10:15 8 1 6 2
10:30 6 0 7 4
10:45 8 1 30 4 5 1 23 11 53 15
11:00 8 1 6 0
11:15 9 1 6 2
11:30 10 0 9 3
11:45 4 2 31 4 12 0 33 5 64 9
Total 199 338 256 374 455 712
Percent 37.1% 62.9% 40.6% 59.4% 39.0% 61.0%
Grand
Total 199 338 256 374 455 712
Percent 37.1% 62.9% 40.6% 59.4% 39.0% 61.0%

ADT ADT 1,167 AADT 1,167

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Page 1 ends

Concourse Avenue Btwn
Beverly Boulevard & Madison Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 6 3 13
12:15 0 7 1 13
12:30 0 8 0 16
12:45 1 10 1 31 2 10 6 52 7 83
01:00 0 11 0 14
01:15 0 7 1 15
01:30 0 8 0 16
01:45 1 9 1 35 1 19 2 64 3 99
02:00 0 16 1 21
02:15 0 4 1 20
02:30 0 10 0 14
02:45 0 15 0 45 0 29 2 84 2 129
03:00 0 10 0 14
03:15 0 7 1 31
03:30 0 15 0 39
03:45 0 10 0 42 1 48 2 132 2 174
04:00 0 9 1 40
04:15 0 8 0 24
04:30 0 15 0 42
04:45 0 10 0 42 1 49 2 155 2 197
05:00 2 8 2 32
05:15 0 6 1 37
05:30 4 7 4 50
05:45 3 9 9 30 3 34 10 153 19 183
06:00 4 5 3 37
06:15 3 7 2 20
06:30 4 8 5 25
06:45 3 4 14 24 6 21 16 103 30 127
07:00 7 3 6 18
07:15 7 7 8 14
07:30 5 2 16 9
07:45 11 4 30 16 19 10 49 51 79 67
08:00 5 9 20 9
08:15 12 2 22 8
08:30 10 3 19 7
08:45 8 4 35 18 13 6 74 30 109 48
09:00 4 2 12 4
09:15 6 5 9 3
09:30 4 4 4 3
09:45 4 2 18 13 10 5 35 15 53 28
10:00 2 3 8 2
10:15 8 1 5 3
10:30 5 5 12 4
10:45 6 4 21 13 8 3 33 12 54 25
11:00 2 0 12 3
11:15 7 0 8 1
11:30 4 1 9 2
11:45 8 0 21 1 4 0 33 6 54 7
Total 150 310 264 857 414 1167
Percent 32.6% 67.4% 23.6% 76.4% 26.2% 73.8%
Grand
Total 150 310 264 857 414 1167
Percent 32.6% 67.4% 23.6% 76.4% 26.2% 73.8%

ADT ADT 1,581 AADT 1,581

Page 171 of 1054 ends

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Concourse Avenue Btwn
Madison Avenue & Whittier Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 22 4 19
12:15 0 37 0 26
12:30 0 42 0 23
12:45 1 27 4 128 3 39 7 107 11 235
01:00 1 39 0 22
01:15 1 28 2 33
01:30 0 31 0 29
01:45 1 40 3 138 1 29 3 113 6 251
02:00 0 36 1 26
02:15 0 39 1 35
02:30 0 48 0 38
02:45 1 64 1 187 1 51 3 150 4 337
03:00 0 58 0 32
03:15 2 67 1 37
03:30 0 71 1 87
03:45 0 64 2 260 2 74 4 230 6 490
04:00 2 55 1 52
04:15 2 64 1 64
04:30 2 64 1 43
04:45 3 72 9 255 3 51 6 210 15 465
05:00 2 72 4 56
05:15 1 66 4 43
05:30 3 67 10 70
05:45 6 56 12 261 6 47 24 216 36 477
06:00 6 46 12 59
06:15 7 46 8 46
06:30 13 47 10 40
06:45 11 35 37 174 14 39 44 184 81 358
07:00 14 35 26 29
07:15 35 27 16 26
07:30 47 31 31 23
07:45 44 19 140 112 44 21 117 99 257 211
08:00 52 18 50 22
08:15 83 19 60 14
08:30 33 23 58 19
08:45 23 19 191 79 31 18 199 73 390 152
09:00 14 15 25 18
09:15 26 19 21 8
09:30 22 13 14 8
09:45 21 9 83 56 21 6 81 40 164 96
10:00 22 5 16 9
10:15 22 5 13 6
10:30 16 6 21 4
10:45 26 8 86 24 15 5 65 24 151 48
11:00 22 2 21 5
11:15 19 1 24 1
11:30 32 2 24 1
11:45 23 3 96 8 13 4 82 11 178 19
Total 664 1682 635 1457 1299 3139
Percent 28.3% 71.7% 30.4% 69.6% 29.3% 70.7%
Grand
Total 664 1682 635 1457 1299 3139
Percent 28.3% 71.7% 30.4% 69.6% 29.3% 70.7%

ADT ADT 4,438 AADT 4,438

Page 172 of 1054 ends

Page 1 ends

Findlay Avenue Btwn
Via Campo & Beverly Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 5 0 4
12:15 0 5 0 8
12:30 2 5 1 5
12:45 0 8 4 23 0 4 1 21 5 44
01:00 0 7 0 5
01:15 0 5 0 10
01:30 0 3 0 5
01:45 0 11 0 26 0 6 0 26 0 52
02:00 1 5 0 6
02:15 0 3 1 9
02:30 0 4 0 5
02:45 0 7 1 19 1 6 2 26 3 45
03:00 0 5 0 11
03:15 0 8 0 9
03:30 2 8 0 8
03:45 0 7 2 28 1 15 1 43 3 71
04:00 0 9 0 13
04:15 1 8 0 11
04:30 1 8 0 18
04:45 0 7 2 32 0 12 0 54 2 86
05:00 1 6 0 21
05:15 2 12 0 21
05:30 2 6 0 25
05:45 4 2 9 26 0 20 0 87 9 113
06:00 3 8 2 16
06:15 3 5 2 20
06:30 6 3 4 23
06:45 4 1 16 17 4 4 12 63 28 80
07:00 4 4 4 5
07:15 12 4 7 3
07:30 11 3 5 4
07:45 11 4 38 15 6 3 22 15 60 30
08:00 5 1 4 4
08:15 10 2 2 1
08:30 6 3 2 2
08:45 2 3 23 9 4 1 12 8 35 17
09:00 2 2 4 3
09:15 0 3 7 4
09:30 2 4 7 1
09:45 5 3 9 12 5 2 23 10 32 22
10:00 3 0 5 3
10:15 6 2 3 2
10:30 10 0 2 2
10:45 6 4 25 6 4 0 14 7 39 13
11:00 9 2 4 0
11:15 4 1 4 0
11:30 7 1 7 0
11:45 3 0 23 4 2 1 17 1 40 5
Total 152 217 104 361 256 578
Percent 41.2% 58.8% 22.4% 77.6% 30.7% 69.3%
Grand
Total 152 217 104 361 256 578
Percent 41.2% 58.8% 22.4% 77.6% 30.7% 69.3%

ADT ADT 834 AADT 834

Page 173 of 1054 ends

Page 1 ends

Findlay Avenue Btwn
Beverly Boulevard & South City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 17 3 17
12:15 3 20 2 16
12:30 0 17 4 21
12:45 3 15 7 69 1 24 10 78 17 147
01:00 0 15 1 22
01:15 1 16 1 20
01:30 2 19 3 19
01:45 2 24 5 74 0 15 5 76 10 150
02:00 5 23 0 14
02:15 1 25 1 20
02:30 2 24 2 28
02:45 0 29 8 101 0 23 3 85 11 186
03:00 1 25 1 22
03:15 0 23 3 25
03:30 3 26 2 20
03:45 0 19 4 93 0 30 6 97 10 190
04:00 1 22 0 30
04:15 6 31 0 23
04:30 10 24 0 22
04:45 4 24 21 101 0 31 0 106 21 207
05:00 8 27 1 42
05:15 8 25 2 31
05:30 17 29 5 34
05:45 12 24 45 105 7 47 15 154 60 259
06:00 14 23 6 29
06:15 19 21 12 41
06:30 17 18 2 33
06:45 16 15 66 77 8 23 28 126 94 203
07:00 28 9 20 18
07:15 31 11 17 18
07:30 39 14 18 16
07:45 46 12 144 46 32 21 87 73 231 119
08:00 77 8 48 20
08:15 34 9 18 11
08:30 20 11 15 20
08:45 22 15 153 43 20 16 101 67 254 110
09:00 20 13 11 9
09:15 19 10 26 14
09:30 19 3 16 5
09:45 24 8 82 34 15 3 68 31 150 65
10:00 14 9 9 10
10:15 11 5 20 8
10:30 21 4 10 2
10:45 11 0 57 18 13 3 52 23 109 41
11:00 11 4 16 4
11:15 19 1 13 2
11:30 18 2 17 6
11:45 12 1 60 8 11 2 57 14 117 22
Total 652 769 432 930 1084 1699
Percent 45.9% 54.1% 31.7% 68.3% 39.0% 61.0%
Grand
Total 652 769 432 930 1084 1699
Percent 45.9% 54.1% 31.7% 68.3% 39.0% 61.0%

ADT ADT 2,783 AADT 2,783

Page 174 of 1054 ends

Page 1 ends

Garfield Avenue Btwn
Pomona Boulevard & Beverly Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 43 212 55 222
12:15 35 200 47 230
12:30 49 181 49 207
12:45 32 187 159 780 35 259 186 918 345 1698
01:00 28 203 28 260
01:15 37 198 32 261
01:30 32 217 28 285
01:45 30 210 127 828 41 245 129 1051 256 1879
02:00 32 220 26 233
02:15 22 218 18 235
02:30 40 266 28 258
02:45 33 244 127 948 26 255 98 981 225 1929
03:00 26 232 21 277
03:15 32 257 36 283
03:30 29 226 38 264
03:45 29 246 116 961 25 277 120 1101 236 2062
04:00 37 272 29 266
04:15 58 238 52 288
04:30 89 238 71 284
04:45 74 217 258 965 85 288 237 1126 495 2091
05:00 111 222 62 273
05:15 121 243 86 250
05:30 121 253 99 289
05:45 141 255 494 973 116 278 363 1090 857 2063
06:00 142 252 119 229
06:15 175 198 135 241
06:30 174 221 177 238
06:45 187 199 678 870 197 234 628 942 1306 1812
07:00 215 169 224 193
07:15 212 182 247 176
07:30 235 169 312 166
07:45 244 136 906 656 297 160 1080 695 1986 1351
08:00 178 148 321 158
08:15 198 135 287 147
08:30 191 126 249 131
08:45 163 121 730 530 248 143 1105 579 1835 1109
09:00 160 107 215 143
09:15 156 122 262 113
09:30 143 103 237 113
09:45 175 106 634 438 294 117 1008 486 1642 924
10:00 163 94 254 105
10:15 165 86 245 119
10:30 166 73 239 82
10:45 178 72 672 325 239 80 977 386 1649 711
11:00 183 72 250 86
11:15 149 74 240 89
11:30 156 69 248 80
11:45 183 44 671 259 203 63 941 318 1612 577
Total 5572 8533 6872 9673 12444 18206
Percent 39.5% 60.5% 41.5% 58.5% 40.6% 59.4%
Grand
Total 5572 8533 6872 9673 12444 18206
Percent 39.5% 60.5% 41.5% 58.5% 40.6% 59.4%

ADT ADT 30,650 AADT 30,650

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Page 1 ends

Garfield Avenue Btwn
Beverly Boulevard & Whittier Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 48 179 43 176
12:15 33 201 37 179
12:30 45 208 35 193
12:45 27 162 153 750 27 203 142 751 295 1501
01:00 26 217 22 186
01:15 43 201 22 223
01:30 29 186 18 218
01:45 41 194 139 798 39 205 101 832 240 1630
02:00 26 232 32 231
02:15 24 238 17 220
02:30 37 283 25 260
02:45 35 235 122 988 24 231 98 942 220 1930
03:00 24 259 18 262
03:15 33 252 31 267
03:30 24 226 40 254
03:45 17 216 98 953 30 271 119 1054 217 2007
04:00 39 292 33 299
04:15 51 223 48 293
04:30 69 262 83 321
04:45 67 232 226 1009 84 295 248 1208 474 2217
05:00 83 233 68 358
05:15 101 233 98 314
05:30 88 253 100 328
05:45 122 256 394 975 132 319 398 1319 792 2294
06:00 127 257 124 288
06:15 126 219 148 312
06:30 188 219 182 312
06:45 162 188 603 883 225 244 679 1156 1282 2039
07:00 205 151 225 182
07:15 226 172 260 191
07:30 243 158 284 147
07:45 259 130 933 611 258 132 1027 652 1960 1263
08:00 205 130 321 150
08:15 204 142 250 136
08:30 209 130 259 124
08:45 153 128 771 530 232 133 1062 543 1833 1073
09:00 185 142 220 113
09:15 147 113 217 97
09:30 162 91 217 90
09:45 188 86 682 432 187 102 841 402 1523 834
10:00 191 80 209 94
10:15 160 79 182 100
10:30 162 67 175 62
10:45 165 86 678 312 202 57 768 313 1446 625
11:00 204 60 198 62
11:15 146 60 181 66
11:30 163 69 210 56
11:45 176 47 689 236 149 44 738 228 1427 464
Total 5488 8477 6221 9400 11709 17877
Percent 39.3% 60.7% 39.8% 60.2% 39.6% 60.4%
Grand
Total 5488 8477 6221 9400 11709 17877
Percent 39.3% 60.7% 39.8% 60.2% 39.6% 60.4%

ADT ADT 29,586 AADT 29,586

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Greenwood Avenue Btwn
Mines Avenue & Washington Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 79 15 79
12:15 8 59 6 57
12:30 12 61 6 64
12:45 8 81 37 280 9 61 36 261 73 541
01:00 11 75 9 77
01:15 12 66 4 75
01:30 12 87 8 75
01:45 12 78 47 306 3 76 24 303 71 609
02:00 9 97 6 86
02:15 1 98 9 98
02:30 6 95 4 100
02:45 5 92 21 382 7 105 26 389 47 771
03:00 7 92 8 100
03:15 11 113 8 128
03:30 12 90 19 162
03:45 7 94 37 389 10 204 45 594 82 983
04:00 11 100 10 183
04:15 10 102 20 171
04:30 15 108 27 118
04:45 21 116 57 426 38 154 95 626 152 1052
05:00 21 126 24 174
05:15 21 131 24 194
05:30 23 114 38 173
05:45 33 102 98 473 45 135 131 676 229 1149
06:00 27 89 51 154
06:15 31 95 49 149
06:30 35 70 75 115
06:45 43 61 136 315 47 84 222 502 358 817
07:00 43 56 62 63
07:15 68 59 95 57
07:30 89 57 87 51
07:45 112 69 312 241 110 41 354 212 666 453
08:00 90 66 94 49
08:15 114 61 90 33
08:30 65 53 102 47
08:45 66 56 335 236 60 57 346 186 681 422
09:00 55 37 66 24
09:15 56 38 65 40
09:30 57 32 70 25
09:45 71 38 239 145 63 19 264 108 503 253
10:00 54 30 49 31
10:15 55 33 64 18
10:30 61 19 73 15
10:45 66 23 236 105 61 12 247 76 483 181
11:00 67 17 69 18
11:15 65 20 47 13
11:30 63 9 65 6
11:45 63 8 258 54 72 5 253 42 511 96
Total 1813 3352 2043 3975 3856 7327
Percent 35.1% 64.9% 33.9% 66.1% 34.5% 65.5%
Grand
Total 1813 3352 2043 3975 3856 7327
Percent 35.1% 64.9% 33.9% 66.1% 34.5% 65.5%

ADT ADT 11,183 AADT 11,183

Page 177 of 1054 ends

Page 1 ends

Greenwood Avenue Btwn
Washington Boulevard & Oakwood Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 13 152 14 117
12:15 12 105 9 98
12:30 24 98 18 97
12:45 14 117 63 472 9 84 50 396 113 868
01:00 17 135 12 113
01:15 23 127 13 80
01:30 21 162 7 99
01:45 16 140 77 564 9 106 41 398 118 962
02:00 9 149 10 118
02:15 13 141 13 137
02:30 17 180 7 147
02:45 11 147 50 617 19 140 49 542 99 1159
03:00 17 134 17 148
03:15 16 139 14 128
03:30 36 167 40 214
03:45 17 145 86 585 36 315 107 805 193 1390
04:00 18 174 43 233
04:15 17 140 39 267
04:30 41 165 62 174
04:45 43 141 119 620 63 199 207 873 326 1493
05:00 38 183 42 253
05:15 45 158 67 285
05:30 51 145 55 290
05:45 69 136 203 622 82 223 246 1051 449 1673
06:00 49 105 90 153
06:15 67 142 119 206
06:30 61 114 136 172
06:45 82 91 259 452 92 108 437 639 696 1091
07:00 96 89 111 90
07:15 113 66 170 58
07:30 169 125 150 59
07:45 182 145 560 425 152 57 583 264 1143 689
08:00 124 106 153 80
08:15 138 101 123 51
08:30 68 87 134 44
08:45 86 90 416 384 99 66 509 241 925 625
09:00 82 69 81 76
09:15 96 56 96 46
09:30 76 80 102 44
09:45 128 72 382 277 78 35 357 201 739 478
10:00 95 44 108 46
10:15 78 41 102 58
10:30 108 37 102 29
10:45 99 41 380 163 112 27 424 160 804 323
11:00 109 46 108 33
11:15 140 33 85 26
11:30 112 21 113 13
11:45 105 25 466 125 77 16 383 88 849 213
Total 3061 5306 3393 5658 6454 10964
Percent 36.6% 63.4% 37.5% 62.5% 37.1% 62.9%
Grand
Total 3061 5306 3393 5658 6454 10964
Percent 36.6% 63.4% 37.5% 62.5% 37.1% 62.9%

ADT ADT 17,418 AADT 17,418

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Greenwood Avenue Btwn
Oakwood Street & Telegraph Road

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 29 179 23 113
12:15 18 147 19 129
12:30 44 129 16 133
12:45 23 144 114 599 9 128 67 503 181 1102
01:00 19 152 19 128
01:15 28 154 15 129
01:30 23 192 8 162
01:45 33 192 103 690 18 144 60 563 163 1253
02:00 19 133 20 164
02:15 30 167 22 140
02:30 45 198 10 212
02:45 46 189 140 687 14 186 66 702 206 1389
03:00 28 161 45 163
03:15 29 151 37 182
03:30 39 178 45 285
03:45 33 194 129 684 47 440 174 1070 303 1754
04:00 28 187 66 354
04:15 45 133 61 334
04:30 36 168 80 277
04:45 65 129 174 617 98 271 305 1236 479 1853
05:00 31 188 80 312
05:15 51 156 104 374
05:30 106 121 112 413
05:45 91 124 279 589 123 328 419 1427 698 2016
06:00 60 109 124 206
06:15 89 126 143 259
06:30 70 120 199 196
06:45 115 119 334 474 166 117 632 778 966 1252
07:00 110 80 179 103
07:15 75 97 200 81
07:30 101 171 249 146
07:45 95 191 381 539 195 63 823 393 1204 932
08:00 139 150 194 73
08:15 113 147 155 72
08:30 100 111 152 69
08:45 132 103 484 511 133 77 634 291 1118 802
09:00 121 93 116 99
09:15 140 66 120 59
09:30 125 95 124 47
09:45 160 74 546 328 99 52 459 257 1005 585
10:00 134 63 121 68
10:15 132 56 116 55
10:30 126 54 116 41
10:45 144 55 536 228 117 28 470 192 1006 420
11:00 133 60 136 35
11:15 165 47 116 23
11:30 159 43 126 20
11:45 157 20 614 170 108 14 486 92 1100 262
Total 3834 6116 4595 7504 8429 13620
Percent 38.5% 61.5% 38.0% 62.0% 38.2% 61.8%
Grand
Total 3834 6116 4595 7504 8429 13620
Percent 38.5% 61.5% 38.0% 62.0% 38.2% 61.8%

ADT ADT 22,049 AADT 22,049

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Greenwood Avenue Btwn
Whittier Boulevard & Olympic Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 74 10 51
12:15 5 67 6 51
12:30 6 53 5 59
12:45 5 73 25 267 2 50 23 211 48 478
01:00 3 59 3 53
01:15 5 81 4 54
01:30 4 78 4 56
01:45 3 81 15 299 3 54 14 217 29 516
02:00 2 90 4 61
02:15 4 95 3 65
02:30 7 127 2 110
02:45 2 53 15 365 4 68 13 304 28 669
03:00 7 80 10 79
03:15 5 87 5 78
03:30 10 78 9 82
03:45 4 93 26 338 13 96 37 335 63 673
04:00 9 115 3 99
04:15 4 117 8 80
04:30 13 112 6 71
04:45 7 115 33 459 13 75 30 325 63 784
05:00 9 129 14 84
05:15 13 130 22 95
05:30 16 124 16 77
05:45 18 96 56 479 28 59 80 315 136 794
06:00 18 99 27 72
06:15 22 85 31 65
06:30 33 81 43 66
06:45 33 56 106 321 31 57 132 260 238 581
07:00 57 65 39 43
07:15 63 51 63 51
07:30 85 42 56 45
07:45 102 48 307 206 79 48 237 187 544 393
08:00 60 45 80 37
08:15 73 33 68 44
08:30 63 28 68 36
08:45 75 30 271 136 58 42 274 159 545 295
09:00 51 30 51 34
09:15 64 26 47 29
09:30 66 29 46 21
09:45 55 29 236 114 43 18 187 102 423 216
10:00 32 18 38 15
10:15 65 17 36 13
10:30 67 14 47 13
10:45 74 13 238 62 52 7 173 48 411 110
11:00 72 12 60 12
11:15 67 11 61 11
11:30 70 8 57 6
11:45 71 3 280 34 49 1 227 30 507 64
Total 1608 3080 1427 2493 3035 5573
Percent 34.3% 65.7% 36.4% 63.6% 35.3% 64.7%
Grand
Total 1608 3080 1427 2493 3035 5573
Percent 34.3% 65.7% 36.4% 63.6% 35.3% 64.7%

ADT ADT 8,608 AADT 8,608

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Greenwood Avenue Btwn
Olympic Boulevard & Montebello Way

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 69 6 70
12:15 1 61 10 61
12:30 6 54 5 66
12:45 2 72 16 256 4 66 25 263 41 519
01:00 5 75 7 67
01:15 4 80 7 76
01:30 5 81 3 72
01:45 4 79 18 315 3 72 20 287 38 602
02:00 4 105 5 95
02:15 2 106 4 88
02:30 4 93 1 107
02:45 1 89 11 393 6 118 16 408 27 801
03:00 13 84 10 112
03:15 5 83 4 131
03:30 15 87 8 156
03:45 4 88 37 342 9 237 31 636 68 978
04:00 13 107 7 200
04:15 16 96 9 145
04:30 19 102 13 129
04:45 14 101 62 406 19 147 48 621 110 1027
05:00 19 125 15 204
05:15 14 102 23 217
05:30 23 94 17 171
05:45 18 93 74 414 28 128 83 720 157 1134
06:00 28 82 35 168
06:15 27 87 37 158
06:30 38 80 48 117
06:45 20 58 113 307 23 94 143 537 256 844
07:00 59 61 47 76
07:15 67 56 72 68
07:30 102 42 62 62
07:45 119 61 347 220 96 60 277 266 624 486
08:00 97 54 103 52
08:15 102 44 95 45
08:30 71 35 98 47
08:45 83 51 353 184 54 48 350 192 703 376
09:00 52 36 68 38
09:15 52 29 49 37
09:30 56 20 57 24
09:45 57 30 217 115 71 20 245 119 462 234
10:00 40 15 37 18
10:15 69 23 53 19
10:30 79 9 55 15
10:45 79 14 267 61 68 14 213 66 480 127
11:00 64 12 75 15
11:15 76 13 47 12
11:30 53 5 68 8
11:45 67 3 260 33 77 4 267 39 527 72
Total 1775 3046 1718 4154 3493 7200
Percent 36.8% 63.2% 29.3% 70.7% 32.7% 67.3%
Grand
Total 1775 3046 1718 4154 3493 7200
Percent 36.8% 63.2% 29.3% 70.7% 32.7% 67.3%

ADT ADT 10,693 AADT 10,693

Page 181 of 1054 ends

Page 1 ends

Hay Street Btwn
Wilcox Avenue & Via Acosta

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 20 0 25
12:15 1 22 4 19
12:30 1 35 2 38
12:45 0 33 3 110 3 24 9 106 12 216
01:00 0 29 1 25
01:15 2 31 1 30
01:30 0 32 2 28
01:45 2 31 4 123 3 34 7 117 11 240
02:00 2 43 2 23
02:15 1 33 0 40
02:30 0 42 0 46
02:45 0 49 3 167 0 32 2 141 5 308
03:00 2 56 1 38
03:15 0 94 3 31
03:30 1 91 0 124
03:45 0 47 3 288 1 59 5 252 8 540
04:00 0 55 3 38
04:15 2 65 0 40
04:30 4 56 2 53
04:45 4 67 10 243 1 46 6 177 16 420
05:00 4 71 3 60
05:15 4 87 6 59
05:30 3 83 4 63
05:45 8 86 19 327 3 45 16 227 35 554
06:00 1 56 7 55
06:15 12 61 11 39
06:30 12 47 10 42
06:45 18 51 43 215 13 47 41 183 84 398
07:00 33 36 20 33
07:15 68 31 49 22
07:30 57 13 39 13
07:45 56 13 214 93 56 20 164 88 378 181
08:00 108 21 63 19
08:15 100 13 104 21
08:30 42 8 81 19
08:45 25 13 275 55 38 20 286 79 561 134
09:00 19 28 24 16
09:15 24 4 26 13
09:30 35 5 22 10
09:45 31 7 109 44 21 16 93 55 202 99
10:00 21 13 24 10
10:15 26 4 32 10
10:30 24 5 17 7
10:45 21 3 92 25 33 3 106 30 198 55
11:00 22 2 18 4
11:15 21 4 30 3
11:30 28 2 25 3
11:45 23 4 94 12 24 2 97 12 191 24
Total 869 1702 832 1467 1701 3169
Percent 33.8% 66.2% 36.2% 63.8% 34.9% 65.1%
Grand
Total 869 1702 832 1467 1701 3169
Percent 33.8% 66.2% 36.2% 63.8% 34.9% 65.1%

ADT ADT 4,870 AADT 4,870

Page 182 of 1054 ends

Page 1 ends

Hay Street Btwn
Via Acosta & Via Corona

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 12 3 18
12:15 0 21 2 18
12:30 1 17 2 27
12:45 0 9 3 59 3 27 10 90 13 149
01:00 0 19 2 25
01:15 0 21 0 18
01:30 2 19 2 19
01:45 0 14 2 73 1 25 5 87 7 160
02:00 0 28 1 25
02:15 0 29 0 37
02:30 0 21 0 23
02:45 0 29 0 107 0 27 1 112 1 219
03:00 1 34 1 30
03:15 0 45 1 32
03:30 0 50 0 73
03:45 0 23 1 152 0 50 2 185 3 337
04:00 0 27 1 37
04:15 2 36 1 37
04:30 2 26 1 45
04:45 3 36 7 125 3 39 6 158 13 283
05:00 5 30 3 43
05:15 0 48 5 48
05:30 4 44 6 50
05:45 5 39 14 161 3 41 17 182 31 343
06:00 0 42 8 41
06:15 6 30 6 34
06:30 5 29 8 37
06:45 10 29 21 130 9 29 31 141 52 271
07:00 18 18 21 30
07:15 35 10 29 20
07:30 34 6 23 16
07:45 25 14 112 48 35 21 108 87 220 135
08:00 51 13 41 11
08:15 56 11 55 15
08:30 16 7 45 12
08:45 21 13 144 44 31 11 172 49 316 93
09:00 19 20 19 12
09:15 11 1 20 7
09:30 16 3 17 2
09:45 13 8 59 32 15 7 71 28 130 60
10:00 21 6 28 9
10:15 13 7 22 5
10:30 13 3 14 5
10:45 9 0 56 16 26 0 90 19 146 35
11:00 15 1 16 4
11:15 11 2 23 4
11:30 15 0 22 3
11:45 10 4 51 7 19 1 80 12 131 19
Total 470 954 593 1150 1063 2104
Percent 33.0% 67.0% 34.0% 66.0% 33.6% 66.4%
Grand
Total 470 954 593 1150 1063 2104
Percent 33.0% 67.0% 34.0% 66.0% 33.6% 66.4%

ADT ADT 3,167 AADT 3,167

Page 183 of 1054 ends

Page 1 ends

Howard Avenue Btwn
Jefferson Boulevard & Lincoln Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 8 1 8
12:15 0 11 1 7
12:30 0 13 0 6
12:45 2 10 3 42 2 12 4 33 7 75
01:00 1 5 2 7
01:15 0 5 0 4
01:30 2 8 1 13
01:45 0 14 3 32 0 9 3 33 6 65
02:00 0 12 0 6
02:15 0 8 0 5
02:30 0 10 0 5
02:45 0 19 0 49 0 11 0 27 0 76
03:00 0 16 0 9
03:15 0 9 1 5
03:30 1 15 0 6
03:45 1 21 2 61 0 12 1 32 3 93
04:00 0 21 0 8
04:15 0 25 1 8
04:30 2 21 1 5
04:45 0 14 2 81 0 15 2 36 4 117
05:00 1 27 1 8
05:15 1 26 1 15
05:30 4 27 1 17
05:45 2 29 8 109 5 15 8 55 16 164
06:00 2 20 1 6
06:15 0 11 2 7
06:30 7 17 3 9
06:45 2 12 11 60 7 6 13 28 24 88
07:00 7 10 5 4
07:15 9 8 11 3
07:30 2 10 11 5
07:45 11 6 29 34 12 6 39 18 68 52
08:00 10 7 12 3
08:15 11 9 9 5
08:30 14 2 8 4
08:45 11 4 46 22 9 3 38 15 84 37
09:00 6 4 5 4
09:15 10 4 6 2
09:30 6 3 7 5
09:45 8 4 30 15 11 4 29 15 59 30
10:00 5 3 8 1
10:15 9 1 4 1
10:30 5 4 4 0
10:45 11 5 30 13 11 3 27 5 57 18
11:00 6 0 7 1
11:15 7 2 3 1
11:30 13 2 10 2
11:45 13 1 39 5 6 1 26 5 65 10
Total 203 523 190 302 393 825
Percent 28.0% 72.0% 38.6% 61.4% 32.3% 67.7%
Grand
Total 203 523 190 302 393 825
Percent 28.0% 72.0% 38.6% 61.4% 32.3% 67.7%

ADT ADT 1,218 AADT 1,218

Page 184 of 1054 ends

Page 1 ends

Howard Avenue Btwn
Lincoln Avenue & Beverly Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 28 6 25
12:15 4 23 3 21
12:30 0 40 0 21
12:45 0 19 11 110 2 19 11 86 22 196
01:00 1 25 1 21
01:15 0 23 0 12
01:30 0 30 1 19
01:45 0 37 1 115 0 26 2 78 3 193
02:00 3 40 3 28
02:15 0 30 0 18
02:30 1 43 0 28
02:45 0 39 4 152 2 36 5 110 9 262
03:00 0 23 0 28
03:15 1 34 0 30
03:30 0 37 5 30
03:45 1 41 2 135 4 30 9 118 11 253
04:00 1 50 0 27
04:15 1 45 5 26
04:30 5 45 3 28
04:45 3 26 10 166 6 29 14 110 24 276
05:00 7 32 2 40
05:15 6 47 6 45
05:30 4 30 7 29
05:45 5 46 22 155 7 29 22 143 44 298
06:00 9 39 5 33
06:15 4 38 11 22
06:30 14 27 11 24
06:45 16 23 43 127 17 21 44 100 87 227
07:00 18 31 12 20
07:15 30 26 18 15
07:30 30 15 34 10
07:45 39 28 117 100 45 13 109 58 226 158
08:00 37 29 38 11
08:15 32 9 24 7
08:30 26 11 32 9
08:45 16 14 111 63 19 9 113 36 224 99
09:00 17 21 18 4
09:15 21 9 8 3
09:30 22 11 19 7
09:45 24 8 84 49 21 9 66 23 150 72
10:00 20 5 22 5
10:15 20 10 16 7
10:30 23 10 26 1
10:45 18 6 81 31 19 1 83 14 164 45
11:00 21 11 21 7
11:15 28 6 17 2
11:30 30 5 12 5
11:45 25 7 104 29 26 4 76 18 180 47
Total 590 1232 554 894 1144 2126
Percent 32.4% 67.6% 38.3% 61.7% 35.0% 65.0%
Grand
Total 590 1232 554 894 1144 2126
Percent 32.4% 67.6% 38.3% 61.7% 35.0% 65.0%

ADT ADT 3,270 AADT 3,270

Page 185 of 1054 ends

Page 1 ends

Jefferson Boulevard Btwn
Howard Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 7 0 8
12:15 1 4 3 9
12:30 0 9 1 10
12:45 2 9 4 29 2 12 6 39 10 68
01:00 2 6 0 4
01:15 0 5 0 6
01:30 1 12 2 7
01:45 0 10 3 33 0 15 2 32 5 65
02:00 0 6 0 12
02:15 0 8 0 11
02:30 0 9 0 8
02:45 0 8 0 31 0 19 0 50 0 81
03:00 0 11 0 18
03:15 1 7 0 8
03:30 0 8 0 10
03:45 0 14 1 40 1 21 1 57 2 97
04:00 0 11 0 20
04:15 1 8 0 21
04:30 1 5 2 20
04:45 1 11 3 35 0 16 2 77 5 112
05:00 0 10 0 19
05:15 0 12 2 27
05:30 1 17 3 27
05:45 3 10 4 49 1 25 6 98 10 147
06:00 1 8 2 19
06:15 2 7 1 10
06:30 2 10 6 13
06:45 4 6 9 31 3 12 12 54 21 85
07:00 4 2 9 9
07:15 7 3 10 5
07:30 10 5 4 3
07:45 11 6 32 16 11 9 34 26 66 42
08:00 11 4 12 7
08:15 10 4 9 9
08:30 12 5 13 7
08:45 9 5 42 18 12 3 46 26 88 44
09:00 6 4 6 3
09:15 6 2 15 4
09:30 8 5 7 2
09:45 6 3 26 14 7 4 35 13 61 27
10:00 7 1 5 2
10:15 4 3 5 1
10:30 4 0 6 4
10:45 8 2 23 6 10 2 26 9 49 15
11:00 7 1 6 3
11:15 4 2 9 1
11:30 6 1 11 1
11:45 11 0 28 4 12 0 38 5 66 9
Total 175 306 208 486 383 792
Percent 36.4% 63.6% 30.0% 70.0% 32.6% 67.4%
Grand
Total 175 306 208 486 383 792
Percent 36.4% 63.6% 30.0% 70.0% 32.6% 67.4%

ADT ADT 1,175 AADT 1,175

Page 186 of 1054 ends

Page 1 ends

Lincoln Avenue Btwn
Wilcox Avenue & Maple Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 78 2 71
12:15 6 94 1 86
12:30 9 81 2 77
12:45 2 91 23 344 1 77 6 311 29 655
01:00 0 80 1 75
01:15 6 101 0 71
01:30 4 100 2 75
01:45 7 135 17 416 4 93 7 314 24 730
02:00 4 137 6 120
02:15 1 87 3 109
02:30 5 146 0 81
02:45 3 137 13 507 4 94 13 404 26 911
03:00 2 150 0 73
03:15 2 161 4 101
03:30 1 214 4 114
03:45 4 203 9 728 5 71 13 359 22 1087
04:00 2 247 10 78
04:15 7 227 12 64
04:30 3 251 12 80
04:45 6 273 18 998 13 89 47 311 65 1309
05:00 2 265 19 70
05:15 7 286 37 78
05:30 3 266 45 107
05:45 19 245 31 1062 51 80 152 335 183 1397
06:00 23 249 41 84
06:15 10 221 42 78
06:30 23 185 63 54
06:45 29 152 85 807 80 51 226 267 311 1074
07:00 36 146 88 38
07:15 50 107 132 53
07:30 78 99 150 46
07:45 114 83 278 435 140 43 510 180 788 615
08:00 93 70 168 42
08:15 106 86 145 28
08:30 112 49 100 31
08:45 65 58 376 263 93 35 506 136 882 399
09:00 64 31 86 38
09:15 64 40 61 28
09:30 59 32 78 33
09:45 64 37 251 140 65 14 290 113 541 253
10:00 67 24 67 15
10:15 49 30 69 18
10:30 55 17 68 14
10:45 51 19 222 90 80 9 284 56 506 146
11:00 74 11 75 15
11:15 62 13 68 9
11:30 58 13 66 7
11:45 86 15 280 52 68 2 277 33 557 85
Total 1603 5842 2331 2819 3934 8661
Percent 21.5% 78.5% 45.3% 54.7% 31.2% 68.8%
Grand
Total 1603 5842 2331 2819 3934 8661
Percent 21.5% 78.5% 45.3% 54.7% 31.2% 68.8%

ADT ADT 12,595 AADT 12,595

Page 187 of 1054 ends

Page 1 ends

Lincoln Avenue Btwn
Maple Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 88 2 64
12:15 4 94 1 80
12:30 7 103 4 79
12:45 3 101 22 386 1 71 8 294 30 680
01:00 1 98 1 85
01:15 4 113 0 71
01:30 4 129 4 77
01:45 5 131 14 471 4 88 9 321 23 792
02:00 2 147 5 125
02:15 1 120 2 99
02:30 5 154 1 80
02:45 3 164 11 585 3 98 11 402 22 987
03:00 0 162 0 77
03:15 2 193 4 100
03:30 2 247 5 111
03:45 4 236 8 838 6 82 15 370 23 1208
04:00 3 264 8 87
04:15 8 270 13 81
04:30 6 286 13 87
04:45 10 280 27 1100 9 100 43 355 70 1455
05:00 2 298 22 69
05:15 5 327 39 82
05:30 4 325 49 107
05:45 15 301 26 1251 58 96 168 354 194 1605
06:00 19 269 37 69
06:15 12 226 38 91
06:30 23 207 63 73
06:45 26 153 80 855 87 59 225 292 305 1147
07:00 40 134 93 53
07:15 44 102 146 51
07:30 82 93 172 54
07:45 112 73 278 402 187 42 598 200 876 602
08:00 79 65 198 39
08:15 101 65 153 32
08:30 100 52 93 39
08:45 63 50 343 232 88 33 532 143 875 375
09:00 48 28 79 43
09:15 47 39 57 27
09:30 58 30 73 30
09:45 58 23 211 120 70 20 279 120 490 240
10:00 62 25 65 13
10:15 58 28 61 15
10:30 57 15 64 14
10:45 59 19 236 87 75 12 265 54 501 141
11:00 67 9 85 11
11:15 66 13 69 9
11:30 75 13 64 8
11:45 96 14 304 49 68 2 286 30 590 79
Total 1560 6376 2439 2935 3999 9311
Percent 19.7% 80.3% 45.4% 54.6% 30.0% 70.0%
Grand
Total 1560 6376 2439 2935 3999 9311
Percent 19.7% 80.3% 45.4% 54.6% 30.0% 70.0%

ADT ADT 13,310 AADT 13,310

Page 188 of 1054 ends

Page 1 ends

Lincoln Avenue Btwn
Montebello Boulevard & Victoria Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 36 2 26
12:15 2 32 2 21
12:30 4 39 2 36
12:45 0 43 9 150 3 40 9 123 18 273
01:00 1 43 0 39
01:15 1 63 0 28
01:30 1 67 1 23
01:45 1 70 4 243 0 37 1 127 5 370
02:00 1 79 0 90
02:15 2 69 0 51
02:30 1 64 1 35
02:45 1 66 5 278 1 34 2 210 7 488
03:00 0 81 1 41
03:15 1 78 1 41
03:30 2 115 4 31
03:45 1 112 4 386 0 41 6 154 10 540
04:00 1 125 4 39
04:15 1 135 5 36
04:30 2 123 3 29
04:45 2 134 6 517 5 38 17 142 23 659
05:00 4 145 5 41
05:15 3 132 22 41
05:30 8 157 14 45
05:45 6 106 21 540 20 28 61 155 82 695
06:00 9 125 17 34
06:15 5 119 24 27
06:30 11 108 37 24
06:45 10 62 35 414 34 25 112 110 147 524
07:00 17 61 29 24
07:15 29 53 60 20
07:30 67 35 93 16
07:45 70 27 183 176 117 21 299 81 482 257
08:00 47 32 81 20
08:15 42 35 66 14
08:30 43 20 37 12
08:45 32 26 164 113 42 13 226 59 390 172
09:00 25 20 37 12
09:15 19 16 35 12
09:30 35 15 25 8
09:45 23 12 102 63 26 5 123 37 225 100
10:00 37 11 25 12
10:15 21 14 23 6
10:30 36 10 18 6
10:45 26 4 120 39 42 7 108 31 228 70
11:00 20 7 38 3
11:15 27 3 28 5
11:30 32 7 23 5
11:45 39 8 118 25 25 1 114 14 232 39
Total 771 2944 1078 1243 1849 4187
Percent 20.8% 79.2% 46.4% 53.6% 30.6% 69.4%
Grand
Total 771 2944 1078 1243 1849 4187
Percent 20.8% 79.2% 46.4% 53.6% 30.6% 69.4%

ADT ADT 6,036 AADT 6,036

Page 189 of 1054 ends

Page 1 ends

Lincoln Avenue Btwn
Victoria Avenue & Avenida de la Merced

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 47 9 37
12:15 5 32 2 49
12:30 5 55 3 35
12:45 2 38 13 172 3 57 17 178 30 350
01:00 0 53 2 48
01:15 2 58 1 47
01:30 1 38 4 38
01:45 0 78 3 227 1 59 8 192 11 419
02:00 2 68 2 78
02:15 0 52 1 55
02:30 3 57 2 56
02:45 0 70 5 247 0 67 5 256 10 503
03:00 4 77 1 73
03:15 1 78 2 71
03:30 5 95 2 88
03:45 1 77 11 327 2 92 7 324 18 651
04:00 2 92 6 83
04:15 5 102 2 92
04:30 6 99 5 134
04:45 5 99 18 392 10 81 23 390 41 782
05:00 4 117 6 87
05:15 12 116 12 110
05:30 7 118 8 100
05:45 13 68 36 419 20 87 46 384 82 803
06:00 6 97 14 78
06:15 16 81 14 80
06:30 32 83 32 53
06:45 27 57 81 318 28 32 88 243 169 561
07:00 36 51 42 31
07:15 47 59 50 18
07:30 78 27 77 26
07:45 86 44 247 181 91 25 260 100 507 281
08:00 69 28 80 27
08:15 52 29 48 25
08:30 49 25 49 19
08:45 32 19 202 101 43 21 220 92 422 193
09:00 35 20 32 14
09:15 35 14 36 15
09:30 43 11 33 10
09:45 25 12 138 57 43 14 144 53 282 110
10:00 34 18 30 18
10:15 43 18 39 12
10:30 35 8 36 11
10:45 33 10 145 54 33 7 138 48 283 102
11:00 35 8 34 5
11:15 41 5 41 6
11:30 30 4 31 2
11:45 30 6 136 23 34 3 140 16 276 39
Total 1035 2518 1096 2276 2131 4794
Percent 29.1% 70.9% 32.5% 67.5% 30.8% 69.2%
Grand
Total 1035 2518 1096 2276 2131 4794
Percent 29.1% 70.9% 32.5% 67.5% 30.8% 69.2%

ADT ADT 6,925 AADT 6,925

Page 190 of 1054 ends

Page 1 ends

Lincoln Avenue Btwn
Avenida de la Merced & San Gabriel Blvd

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 37 9 42
12:15 2 31 4 46
12:30 1 46 5 43
12:45 3 33 6 147 4 58 22 189 28 336
01:00 2 45 2 43
01:15 1 47 2 49
01:30 1 42 3 43
01:45 2 52 6 186 0 60 7 195 13 381
02:00 1 61 2 47
02:15 1 51 3 46
02:30 3 58 4 55
02:45 0 69 5 239 0 62 9 210 14 449
03:00 4 74 2 64
03:15 9 63 3 74
03:30 5 70 3 88
03:45 4 68 22 275 2 95 10 321 32 596
04:00 5 78 3 92
04:15 13 86 1 110
04:30 10 88 3 132
04:45 9 90 37 342 9 84 16 418 53 760
05:00 5 105 2 98
05:15 18 106 5 111
05:30 11 102 4 105
05:45 18 83 52 396 8 85 19 399 71 795
06:00 27 75 10 74
06:15 26 78 9 86
06:30 41 75 18 60
06:45 33 55 127 283 25 35 62 255 189 538
07:00 53 35 38 35
07:15 67 46 51 24
07:30 83 20 67 41
07:45 71 27 274 128 71 27 227 127 501 255
08:00 61 21 49 30
08:15 55 26 38 28
08:30 44 14 53 28
08:45 39 12 199 73 34 13 174 99 373 172
09:00 30 22 32 25
09:15 26 14 32 18
09:30 44 10 33 11
09:45 27 10 127 56 41 18 138 72 265 128
10:00 34 14 28 19
10:15 31 9 39 15
10:30 35 7 21 16
10:45 47 6 147 36 28 7 116 57 263 93
11:00 23 10 32 6
11:15 33 2 31 7
11:30 32 5 33 4
11:45 26 1 114 18 35 5 131 22 245 40
Total 1116 2179 931 2364 2047 4543
Percent 33.9% 66.1% 28.3% 71.7% 31.1% 68.9%
Grand
Total 1116 2179 931 2364 2047 4543
Percent 33.9% 66.1% 28.3% 71.7% 31.1% 68.9%

ADT ADT 6,590 AADT 6,590

Page 191 of 1054 ends

Page 1 ends

Mines Avenue Btwn
Vail Avenue & Greenwood Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Nothwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 36 3 43
12:15 3 21 1 40
12:30 3 25 4 24
12:45 1 48 10 130 1 32 9 139 19 269
01:00 4 39 6 27
01:15 4 37 1 26
01:30 1 34 2 39
01:45 4 39 13 149 2 33 11 125 24 274
02:00 4 23 0 43
02:15 0 40 1 65
02:30 1 43 0 68
02:45 1 39 6 145 3 58 4 234 10 379
03:00 3 45 0 59
03:15 1 62 0 87
03:30 5 41 4 129
03:45 8 43 17 191 1 104 5 379 22 570
04:00 1 39 1 134
04:15 4 43 5 86
04:30 9 44 8 90
04:45 16 33 30 159 6 81 20 391 50 550
05:00 13 42 7 95
05:15 26 41 5 91
05:30 17 49 12 88
05:45 37 44 93 176 12 73 36 347 129 523
06:00 32 36 21 82
06:15 29 36 17 70
06:30 26 34 23 55
06:45 43 29 130 135 14 52 75 259 205 394
07:00 46 18 26 47
07:15 56 28 21 32
07:30 68 30 33 29
07:45 73 26 243 102 37 28 117 136 360 238
08:00 75 27 68 19
08:15 75 20 100 22
08:30 32 19 73 19
08:45 37 17 219 83 45 21 286 81 505 164
09:00 34 13 31 20
09:15 37 15 44 16
09:30 32 12 36 7
09:45 33 16 136 56 33 24 144 67 280 123
10:00 34 14 29 22
10:15 24 10 36 12
10:30 33 7 36 6
10:45 23 6 114 37 28 10 129 50 243 87
11:00 30 6 36 10
11:15 30 5 38 2
11:30 28 3 27 8
11:45 35 3 123 17 27 8 128 28 251 45
Total 1134 1380 964 2236 2098 3616
Percent 45.1% 54.9% 30.1% 69.9% 36.7% 63.3%
Grand
Total 1134 1380 964 2236 2098 3616
Percent 45.1% 54.9% 30.1% 69.9% 36.7% 63.3%

ADT ADT 5,714 AADT 5,714

Page 192 of 1054 ends

Page 1 ends

Mines Avenue Btwn
Greenwood Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Nothwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 44 5 35
12:15 2 30 5 33
12:30 4 31 4 26
12:45 5 38 20 143 7 39 21 133 41 276
01:00 5 33 10 34
01:15 7 40 5 34
01:30 4 58 14 19
01:45 4 46 20 177 10 44 39 131 59 308
02:00 8 48 3 42
02:15 3 49 5 54
02:30 3 38 1 61
02:45 2 46 16 181 2 59 11 216 27 397
03:00 5 34 2 65
03:15 2 71 1 72
03:30 8 50 1 99
03:45 4 55 19 210 5 78 9 314 28 524
04:00 4 46 0 124
04:15 12 52 6 83
04:30 17 48 2 94
04:45 20 41 53 187 9 85 17 386 70 573
05:00 19 42 6 90
05:15 15 42 13 94
05:30 28 66 6 82
05:45 31 38 93 188 12 79 37 345 130 533
06:00 26 42 9 93
06:15 37 37 14 75
06:30 22 56 20 60
06:45 41 59 126 194 23 58 66 286 192 480
07:00 40 25 29 60
07:15 55 38 21 42
07:30 69 35 35 45
07:45 82 21 246 119 48 46 133 193 379 312
08:00 100 38 48 30
08:15 80 18 60 38
08:30 55 23 49 27
08:45 39 18 274 97 26 24 183 119 457 216
09:00 33 15 37 27
09:15 40 20 33 21
09:30 36 12 39 16
09:45 27 14 136 61 38 14 147 78 283 139
10:00 39 20 29 22
10:15 29 13 45 17
10:30 43 12 32 9
10:45 34 6 145 51 38 12 144 60 289 111
11:00 20 5 32 15
11:15 46 10 42 6
11:30 33 4 23 12
11:45 43 4 142 23 31 8 128 41 270 64
Total 1290 1631 935 2302 2225 3933
Percent 44.2% 55.8% 28.9% 71.1% 36.1% 63.9%
Grand
Total 1290 1631 935 2302 2225 3933
Percent 44.2% 55.8% 28.9% 71.1% 36.1% 63.9%

ADT ADT 6,158 AADT 6,158

Page 193 of 1054 ends

Page 1 ends

Mines Avenue Btwn
Montebello Boulevard & Bluff Road

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Nothwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 31 4 25
12:15 5 29 5 24
12:30 2 15 3 22
12:45 1 17 11 92 0 19 12 90 23 182
01:00 4 20 0 30
01:15 4 23 1 22
01:30 3 21 1 23
01:45 2 26 13 90 3 35 5 110 18 200
02:00 4 22 0 23
02:15 1 31 1 40
02:30 2 22 1 34
02:45 3 28 10 103 2 52 4 149 14 252
03:00 2 28 2 45
03:15 1 36 3 49
03:30 0 22 0 67
03:45 4 37 7 123 5 42 10 203 17 326
04:00 1 25 0 81
04:15 4 38 4 67
04:30 8 39 3 77
04:45 7 28 20 130 7 59 14 284 34 414
05:00 1 29 6 48
05:15 5 37 10 66
05:30 9 45 9 58
05:45 12 42 27 153 12 47 37 219 64 372
06:00 7 39 8 60
06:15 9 27 15 44
06:30 16 42 18 28
06:45 18 37 50 145 22 37 63 169 113 314
07:00 13 18 31 31
07:15 16 21 34 19
07:30 26 30 44 22
07:45 27 22 82 91 32 25 141 97 223 188
08:00 40 24 26 21
08:15 46 19 34 9
08:30 24 12 35 16
08:45 20 14 130 69 24 13 119 59 249 128
09:00 26 17 26 12
09:15 21 12 21 8
09:30 27 13 32 4
09:45 14 8 88 50 22 9 101 33 189 83
10:00 21 12 31 11
10:15 10 11 27 4
10:30 21 6 20 10
10:45 12 9 64 38 31 4 109 29 173 67
11:00 12 4 19 4
11:15 15 5 18 1
11:30 25 5 27 5
11:45 23 4 75 18 27 3 91 13 166 31
Total 577 1102 706 1455 1283 2557
Percent 34.4% 65.6% 32.7% 67.3% 33.4% 66.6%
Grand
Total 577 1102 706 1455 1283 2557
Percent 34.4% 65.6% 32.7% 67.3% 33.4% 66.6%

ADT ADT 3,840 AADT 3,840

Page 194 of 1054 ends

Page 1 ends

Montebello Boulevard Btwn
Plaza Drive & Paramount Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 64 3 33
12:15 7 71 1 39
12:30 2 98 1 42
12:45 3 127 15 360 4 45 9 159 24 519
01:00 5 95 1 42
01:15 2 114 1 31
01:30 3 88 0 39
01:45 1 108 11 405 1 38 3 150 14 555
02:00 1 96 2 24
02:15 2 125 0 26
02:30 4 178 3 28
02:45 0 165 7 564 0 41 5 119 12 683
03:00 1 146 1 48
03:15 0 164 1 41
03:30 4 167 2 34
03:45 4 174 9 651 2 27 6 150 15 801
04:00 3 173 0 34
04:15 2 206 1 38
04:30 6 219 1 31
04:45 4 179 15 777 6 38 8 141 23 918
05:00 5 247 4 44
05:15 6 263 0 36
05:30 12 200 8 35
05:45 19 194 42 904 15 39 27 154 69 1058
06:00 15 176 4 38
06:15 22 159 4 35
06:30 33 178 18 30
06:45 58 154 128 667 14 39 40 142 168 809
07:00 32 111 21 24
07:15 50 96 30 24
07:30 39 74 35 28
07:45 50 53 171 334 32 16 118 92 289 426
08:00 33 53 38 20
08:15 51 35 21 16
08:30 51 32 24 15
08:45 51 35 186 155 41 23 124 74 310 229
09:00 36 49 34 24
09:15 41 32 40 23
09:30 32 30 43 10
09:45 62 11 171 122 37 12 154 69 325 191
10:00 86 22 36 13
10:15 57 7 19 6
10:30 67 16 34 8
10:45 49 16 259 61 26 6 115 33 374 94
11:00 54 10 35 8
11:15 74 6 28 1
11:30 54 5 37 7
11:45 80 13 262 34 33 4 133 20 395 54
Total 1276 5034 742 1303 2018 6337
Percent 20.2% 79.8% 36.3% 63.7% 24.2% 75.8%
Grand
Total 1276 5034 742 1303 2018 6337
Percent 20.2% 79.8% 36.3% 63.7% 24.2% 75.8%

ADT ADT 8,355 AADT 8,355

Page 195 of 1054 ends

Page 1 ends

Montebello Boulevard Btwn
Paramount Boulevard & Jefferson Boulevar

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 28 202 36 277
12:15 13 204 36 231
12:30 19 189 28 204
12:45 16 185 76 780 27 296 127 1008 203 1788
01:00 16 208 18 242
01:15 10 222 16 239
01:30 9 190 17 254
01:45 4 193 39 813 13 242 64 977 103 1790
02:00 11 199 21 220
02:15 10 213 19 236
02:30 11 208 19 274
02:45 12 203 44 823 17 288 76 1018 120 1841
03:00 16 225 18 291
03:15 15 206 10 246
03:30 19 248 17 280
03:45 23 264 73 943 24 270 69 1087 142 2030
04:00 17 248 12 321
04:15 28 343 16 301
04:30 52 329 29 280
04:45 46 294 143 1214 46 292 103 1194 246 2408
05:00 50 327 43 348
05:15 64 342 36 350
05:30 76 293 51 337
05:45 86 332 276 1294 92 368 222 1403 498 2697
06:00 82 314 38 320
06:15 124 267 89 280
06:30 144 240 89 212
06:45 160 208 510 1029 117 246 333 1058 843 2087
07:00 207 202 132 166
07:15 234 208 128 221
07:30 268 155 197 195
07:45 285 151 994 716 279 164 736 746 1730 1462
08:00 233 118 207 201
08:15 244 107 223 170
08:30 212 93 194 171
08:45 198 106 887 424 198 166 822 708 1709 1132
09:00 191 104 197 144
09:15 180 64 197 134
09:30 192 77 187 141
09:45 193 71 756 316 224 107 805 526 1561 842
10:00 193 60 180 99
10:15 168 60 179 79
10:30 181 49 205 52
10:45 195 28 737 197 221 62 785 292 1522 489
11:00 198 68 206 64
11:15 206 25 238 53
11:30 167 27 206 37
11:45 184 18 755 138 219 37 869 191 1624 329
Total 5290 8687 5011 10208 10301 18895
Percent 37.8% 62.2% 32.9% 67.1% 35.3% 64.7%
Grand
Total 5290 8687 5011 10208 10301 18895
Percent 37.8% 62.2% 32.9% 67.1% 35.3% 64.7%

ADT ADT 29,196 AADT 29,196

Page 196 of 1054 ends

Page 1 ends

Montebello Boulevard Btwn
Jefferson Boulevard & Lincoln Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 34 245 31 209
12:15 10 249 25 181
12:30 25 268 17 175
12:45 17 261 86 1023 20 199 93 764 179 1787
01:00 23 278 16 197
01:15 15 245 17 177
01:30 10 249 19 180
01:45 3 255 51 1027 9 192 61 746 112 1773
02:00 11 287 16 214
02:15 13 270 14 238
02:30 12 276 22 204
02:45 13 295 49 1128 17 245 69 901 118 2029
03:00 20 325 14 225
03:15 12 286 9 198
03:30 21 333 16 202
03:45 30 389 83 1333 23 211 62 836 145 2169
04:00 17 374 12 271
04:15 28 454 18 237
04:30 46 416 24 224
04:45 43 432 134 1676 53 228 107 960 241 2636
05:00 39 500 28 274
05:15 55 436 39 274
05:30 51 457 51 249
05:45 71 443 216 1836 71 282 189 1079 405 2915
06:00 78 424 49 278
06:15 110 344 83 246
06:30 127 346 74 184
06:45 144 314 459 1428 111 197 317 905 776 2333
07:00 197 298 136 144
07:15 192 238 136 173
07:30 245 182 187 145
07:45 264 193 898 911 311 141 770 603 1668 1514
08:00 230 161 245 172
08:15 222 146 224 123
08:30 222 148 185 125
08:45 191 135 865 590 200 134 854 554 1719 1144
09:00 180 153 171 125
09:15 170 91 194 105
09:30 212 121 179 96
09:45 207 80 769 445 214 78 758 404 1527 849
10:00 220 100 154 74
10:15 192 58 181 58
10:30 181 63 175 46
10:45 206 44 799 265 195 37 705 215 1504 480
11:00 215 89 175 42
11:15 204 42 205 47
11:30 221 38 178 31
11:45 220 29 860 198 154 34 712 154 1572 352
Total 5269 11860 4697 8121 9966 19981
Percent 30.8% 69.2% 36.6% 63.4% 33.3% 66.7%
Grand
Total 5269 11860 4697 8121 9966 19981
Percent 30.8% 69.2% 36.6% 63.4% 33.3% 66.7%

ADT ADT 29,947 AADT 29,947

Page 197 of 1054 ends

Page 1 ends

Montebello Boulevard Btwn
Lincoln Avenue & Beverly Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 34 191 35 205
12:15 14 182 22 193
12:30 27 197 21 183
12:45 18 168 93 738 17 233 95 814 188 1552
01:00 23 190 12 224
01:15 9 181 14 182
01:30 9 193 18 198
01:45 2 162 43 726 15 209 59 813 102 1539
02:00 13 221 14 223
02:15 12 192 15 217
02:30 15 187 19 216
02:45 5 210 45 810 15 301 63 957 108 1767
03:00 19 255 18 248
03:15 12 222 8 234
03:30 24 219 14 239
03:45 25 262 80 958 25 289 65 1010 145 1968
04:00 9 290 13 305
04:15 24 317 18 246
04:30 26 278 30 247
04:45 38 364 97 1249 53 227 114 1025 211 2274
05:00 39 350 35 263
05:15 55 325 45 285
05:30 45 312 49 292
05:45 60 344 199 1331 76 281 205 1121 404 2452
06:00 74 312 52 270
06:15 85 257 94 248
06:30 100 255 66 194
06:45 106 214 365 1038 121 186 333 898 698 1936
07:00 151 212 139 161
07:15 144 178 108 175
07:30 182 143 185 155
07:45 192 156 669 689 229 162 661 653 1330 1342
08:00 171 126 212 156
08:15 167 113 178 150
08:30 170 114 166 150
08:45 139 107 647 460 179 150 735 606 1382 1066
09:00 129 109 151 129
09:15 144 87 162 105
09:30 144 98 166 129
09:45 154 61 571 355 169 98 648 461 1219 816
10:00 171 81 147 78
10:15 136 65 168 58
10:30 151 41 156 46
10:45 172 32 630 219 171 42 642 224 1272 443
11:00 159 101 190 43
11:15 168 38 193 64
11:30 171 37 183 30
11:45 168 22 666 198 191 34 757 171 1423 369
Total 4105 8771 4377 8753 8482 17524
Percent 31.9% 68.1% 33.3% 66.7% 32.6% 67.4%
Grand
Total 4105 8771 4377 8753 8482 17524
Percent 31.9% 68.1% 33.3% 66.7% 32.6% 67.4%

ADT ADT 26,006 AADT 26,006

Page 198 of 1054 ends

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Montebello Boulevard Btwn
Beverly Boulevard & Madison Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 167 30 156
12:15 15 179 23 155
12:30 22 197 17 169
12:45 11 155 74 698 10 179 80 659 154 1357
01:00 13 192 11 178
01:15 8 168 12 150
01:30 10 206 8 163
01:45 6 152 37 718 14 186 45 677 82 1395
02:00 5 189 10 184
02:15 13 171 10 151
02:30 12 189 16 187
02:45 7 196 37 745 9 229 45 751 82 1496
03:00 21 256 16 178
03:15 8 203 13 185
03:30 17 223 12 167
03:45 24 248 70 930 24 200 65 730 135 1660
04:00 11 274 14 232
04:15 23 269 25 259
04:30 27 340 24 260
04:45 33 295 94 1178 36 191 99 942 193 2120
05:00 38 295 29 244
05:15 57 317 34 262
05:30 62 327 44 250
05:45 51 306 208 1245 56 229 163 985 371 2230
06:00 69 283 50 244
06:15 79 282 53 223
06:30 107 247 56 171
06:45 102 171 357 983 88 176 247 814 604 1797
07:00 138 194 101 137
07:15 157 126 92 117
07:30 206 127 125 127
07:45 192 137 693 584 199 121 517 502 1210 1086
08:00 182 131 187 119
08:15 168 102 204 111
08:30 160 112 146 98
08:45 134 75 644 420 158 124 695 452 1339 872
09:00 120 83 117 98
09:15 132 97 160 84
09:30 163 69 140 76
09:45 176 51 591 300 136 67 553 325 1144 625
10:00 181 89 128 53
10:15 141 64 107 42
10:30 164 42 150 42
10:45 169 45 655 240 136 46 521 183 1176 423
11:00 201 96 158 37
11:15 153 25 159 43
11:30 168 25 157 23
11:45 139 28 661 174 161 27 635 130 1296 304
Total 4121 8215 3665 7150 7786 15365
Percent 33.4% 66.6% 33.9% 66.1% 33.6% 66.4%
Grand
Total 4121 8215 3665 7150 7786 15365
Percent 33.4% 66.6% 33.9% 66.1% 33.6% 66.4%

ADT ADT 23,151 AADT 23,151

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Montebello Boulevard Btwn
Madison Avenue & Whittier Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 84 13 106
12:15 8 85 17 129
12:30 11 97 8 110
12:45 8 83 44 349 9 134 47 479 91 828
01:00 7 109 8 136
01:15 6 82 9 98
01:30 6 104 5 129
01:45 3 84 22 379 9 125 31 488 53 867
02:00 3 101 10 120
02:15 5 89 8 106
02:30 7 90 13 127
02:45 5 88 20 368 8 148 39 501 59 869
03:00 11 110 12 148
03:15 6 95 14 154
03:30 13 115 12 137
03:45 9 91 39 411 16 152 54 591 93 1002
04:00 7 112 12 166
04:15 11 120 17 157
04:30 12 157 21 180
04:45 16 132 46 521 30 117 80 620 126 1141
05:00 18 114 20 141
05:15 27 119 29 160
05:30 31 134 34 146
05:45 29 107 105 474 39 147 122 594 227 1068
06:00 29 128 37 141
06:15 33 116 47 148
06:30 54 118 41 126
06:45 45 97 161 459 62 126 187 541 348 1000
07:00 62 85 74 86
07:15 52 58 69 91
07:30 82 64 72 88
07:45 84 76 280 283 136 68 351 333 631 616
08:00 62 65 130 74
08:15 79 51 142 73
08:30 68 56 94 68
08:45 66 45 275 217 129 82 495 297 770 514
09:00 51 43 76 74
09:15 64 45 100 50
09:30 84 39 89 48
09:45 79 35 278 162 83 40 348 212 626 374
10:00 81 42 91 38
10:15 75 39 86 24
10:30 83 26 102 23
10:45 74 33 313 140 105 23 384 108 697 248
11:00 85 53 103 20
11:15 76 13 109 27
11:30 74 12 110 14
11:45 75 13 310 91 101 13 423 74 733 165
Total 1893 3854 2561 4838 4454 8692
Percent 32.9% 67.1% 34.6% 65.4% 33.9% 66.1%
Grand
Total 1893 3854 2561 4838 4454 8692
Percent 32.9% 67.1% 34.6% 65.4% 33.9% 66.1%

ADT ADT 13,146 AADT 13,146

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Montebello Boulevard Btwn
Whittier Boulevard & Truck Way

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/24/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 42 0 20
12:15 0 34 0 16
12:30 2 12 0 33
12:45 1 30 5 118 2 18 2 87 7 205
01:00 0 32 0 29
01:15 1 37 1 17
01:30 0 33 0 15
01:45 0 22 1 124 1 14 2 75 3 199
02:00 2 30 0 13
02:15 2 25 0 17
02:30 0 47 0 15
02:45 0 39 4 141 0 20 0 65 4 206
03:00 2 61 1 22
03:15 2 54 0 19
03:30 1 19 0 20
03:45 0 40 5 174 0 19 1 80 6 254
04:00 3 32 0 19
04:15 1 32 0 21
04:30 3 49 1 18
04:45 2 33 9 146 0 12 1 70 10 216
05:00 7 38 0 20
05:15 3 49 0 24
05:30 6 38 2 23
05:45 2 23 18 148 3 19 5 86 23 234
06:00 6 46 6 18
06:15 7 26 1 16
06:30 8 21 8 18
06:45 18 22 39 115 13 9 28 61 67 176
07:00 20 17 9 10
07:15 25 14 13 7
07:30 20 9 17 11
07:45 30 8 95 48 21 10 60 38 155 86
08:00 27 7 15 9
08:15 22 5 15 7
08:30 30 5 24 7
08:45 24 5 103 22 12 6 66 29 169 51
09:00 21 3 15 5
09:15 23 3 14 6
09:30 31 3 19 5
09:45 20 1 95 10 13 4 61 20 156 30
10:00 37 3 15 2
10:15 35 1 14 5
10:30 40 8 15 4
10:45 23 1 135 13 13 1 57 12 192 25
11:00 34 6 13 2
11:15 26 4 15 3
11:30 40 2 13 1
11:45 52 1 152 13 19 0 60 6 212 19
Total 661 1072 343 629 1004 1701
Percent 38.1% 61.9% 35.3% 64.7% 37.1% 62.9%
Grand
Total 661 1072 343 629 1004 1701
Percent 38.1% 61.9% 35.3% 64.7% 37.1% 62.9%

ADT ADT 2,705 AADT 2,705

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Montebello Boulevard Btwn
Truck Way & Mines Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 5 2 5
12:15 2 5 1 6
12:30 0 17 3 8
12:45 0 6 2 33 1 14 7 33 9 66
01:00 0 11 1 10
01:15 0 10 0 8
01:30 0 7 2 6
01:45 1 10 1 38 4 11 7 35 8 73
02:00 1 19 0 17
02:15 0 20 0 17
02:30 3 11 0 13
02:45 3 14 7 64 2 13 2 60 9 124
03:00 1 3 1 13
03:15 0 9 2 16
03:30 4 9 1 16
03:45 4 8 9 29 0 18 4 63 13 92
04:00 1 11 1 12
04:15 2 10 1 14
04:30 2 7 0 19
04:45 4 12 9 40 1 14 3 59 12 99
05:00 9 5 1 9
05:15 6 3 1 8
05:30 8 10 6 13
05:45 8 13 31 31 3 21 11 51 42 82
06:00 1 10 2 19
06:15 6 9 2 10
06:30 4 10 1 12
06:45 4 7 15 36 5 14 10 55 25 91
07:00 14 11 5 13
07:15 17 7 9 15
07:30 25 14 15 12
07:45 25 5 81 37 12 11 41 51 122 88
08:00 14 9 9 9
08:15 18 5 15 8
08:30 6 6 11 10
08:45 12 4 50 24 10 10 45 37 95 61
09:00 12 2 8 2
09:15 10 3 9 9
09:30 5 4 5 7
09:45 7 4 34 13 10 4 32 22 66 35
10:00 9 3 4 5
10:15 15 4 8 6
10:30 9 4 7 4
10:45 3 3 36 14 12 9 31 24 67 38
11:00 7 2 7 6
11:15 12 1 10 4
11:30 7 2 13 1
11:45 15 1 41 6 11 7 41 18 82 24
Total 316 365 234 508 550 873
Percent 46.4% 53.6% 31.5% 68.5% 38.7% 61.3%
Grand
Total 316 365 234 508 550 873
Percent 46.4% 53.6% 31.5% 68.5% 38.7% 61.3%

ADT ADT 1,423 AADT 1,423

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Montebello Boulevard Btwn
Mines Avenue & Washington Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 10 5 11
12:15 0 13 2 6
12:30 1 14 1 10
12:45 2 13 5 50 1 11 9 38 14 88
01:00 1 12 2 9
01:15 0 15 2 15
01:30 3 19 3 23
01:45 4 22 8 68 1 22 8 69 16 137
02:00 0 29 1 24
02:15 0 27 1 15
02:30 0 19 5 9
02:45 1 23 1 98 0 19 7 67 8 165
03:00 2 24 0 19
03:15 2 18 1 17
03:30 2 23 3 19
03:45 1 20 7 85 4 14 8 69 15 154
04:00 1 27 5 14
04:15 1 21 3 28
04:30 1 28 10 16
04:45 4 18 7 94 4 26 22 84 29 178
05:00 1 23 4 17
05:15 3 24 11 16
05:30 1 22 2 20
05:45 2 22 7 91 4 19 21 72 28 163
06:00 1 25 10 17
06:15 3 18 11 11
06:30 5 18 10 18
06:45 7 15 16 76 11 12 42 58 58 134
07:00 9 10 14 13
07:15 8 13 15 6
07:30 16 18 23 6
07:45 30 6 63 47 33 6 85 31 148 78
08:00 20 12 28 4
08:15 19 13 29 8
08:30 12 9 19 2
08:45 4 7 55 41 12 8 88 22 143 63
09:00 7 5 10 9
09:15 10 7 16 3
09:30 7 5 10 2
09:45 11 7 35 24 12 7 48 21 83 45
10:00 11 13 10 8
10:15 8 8 17 4
10:30 16 5 9 3
10:45 7 1 42 27 9 6 45 21 87 48
11:00 22 9 7 2
11:15 19 5 10 3
11:30 13 2 18 2
11:45 20 2 74 18 16 0 51 7 125 25
Total 320 719 434 559 754 1278
Percent 30.8% 69.2% 43.7% 56.3% 37.1% 62.9%
Grand
Total 320 719 434 559 754 1278
Percent 30.8% 69.2% 43.7% 56.3% 37.1% 62.9%

ADT ADT 2,032 AADT 2,032

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Montebello Boulevard Btwn
Washington Boulevard & Sycamore Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 7 2 2
12:15 1 2 0 5
12:30 1 3 0 3
12:45 0 3 2 15 1 4 3 14 5 29
01:00 2 2 0 4
01:15 0 5 0 4
01:30 0 6 0 3
01:45 1 3 3 16 0 7 0 18 3 34
02:00 0 7 0 10
02:15 1 4 0 8
02:30 0 4 0 9
02:45 1 5 2 20 0 8 0 35 2 55
03:00 1 5 0 1
03:15 1 3 1 4
03:30 0 6 0 5
03:45 0 5 2 19 0 9 1 19 3 38
04:00 0 3 1 6
04:15 1 3 2 8
04:30 0 6 3 6
04:45 0 13 1 25 1 4 7 24 8 49
05:00 0 5 2 5
05:15 1 9 0 11
05:30 0 10 2 10
05:45 0 4 1 28 3 4 7 30 8 58
06:00 1 4 3 2
06:15 0 4 2 5
06:30 2 4 5 8
06:45 1 3 4 15 3 2 13 17 17 32
07:00 6 2 3 3
07:15 3 0 4 5
07:30 5 4 7 6
07:45 5 0 19 6 6 1 20 15 39 21
08:00 4 3 9 1
08:15 2 4 9 4
08:30 1 4 6 7
08:45 8 2 15 13 2 2 26 14 41 27
09:00 1 1 8 3
09:15 4 0 2 2
09:30 7 1 4 2
09:45 7 0 19 2 4 2 18 9 37 11
10:00 5 4 0 1
10:15 3 1 6 0
10:30 2 2 1 3
10:45 5 0 15 7 3 2 10 6 25 13
11:00 3 1 4 1
11:15 5 0 4 1
11:30 2 2 1 0
11:45 3 0 13 3 8 0 17 2 30 5
Total 96 169 122 203 218 372
Percent 36.2% 63.8% 37.5% 62.5% 36.9% 63.1%
Grand
Total 96 169 122 203 218 372
Percent 36.2% 63.8% 37.5% 62.5% 36.9% 63.1%

ADT ADT 590 AADT 590

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Olympic Boulevard Btwn
West City Limit & Maple Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 89 18 111
12:15 9 78 5 122
12:30 13 112 7 76
12:45 6 107 38 386 4 139 34 448 72 834
01:00 7 87 9 130
01:15 7 126 7 125
01:30 10 116 6 163
01:45 7 115 31 444 5 135 27 553 58 997
02:00 9 134 10 133
02:15 5 142 5 150
02:30 4 207 10 157
02:45 9 223 27 706 12 144 37 584 64 1290
03:00 5 194 3 172
03:15 15 187 11 102
03:30 10 222 6 127
03:45 21 253 51 856 6 152 26 553 77 1409
04:00 8 284 14 129
04:15 30 309 17 102
04:30 48 256 28 129
04:45 33 286 119 1135 23 125 82 485 201 1620
05:00 18 272 39 130
05:15 28 267 36 134
05:30 55 299 44 107
05:45 44 315 145 1153 86 129 205 500 350 1653
06:00 42 256 59 126
06:15 47 209 65 90
06:30 35 223 73 98
06:45 55 185 179 873 106 96 303 410 482 1283
07:00 54 160 127 65
07:15 77 94 153 67
07:30 126 81 191 73
07:45 142 49 399 384 209 56 680 261 1079 645
08:00 145 67 179 78
08:15 145 69 155 73
08:30 126 60 140 75
08:45 92 54 508 250 113 56 587 282 1095 532
09:00 78 73 102 75
09:15 77 47 97 57
09:30 70 52 90 42
09:45 66 36 291 208 90 54 379 228 670 436
10:00 81 49 84 56
10:15 68 30 73 35
10:30 86 28 85 34
10:45 93 20 328 127 90 28 332 153 660 280
11:00 90 20 96 14
11:15 90 14 75 15
11:30 60 14 91 13
11:45 83 24 323 72 73 13 335 55 658 127
Total 2439 6594 3027 4512 5466 11106
Percent 27.0% 73.0% 40.2% 59.8% 33.0% 67.0%
Grand
Total 2439 6594 3027 4512 5466 11106
Percent 27.0% 73.0% 40.2% 59.8% 33.0% 67.0%

ADT ADT 16,572 AADT 16,572

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Olympic Boulevard Btwn
Maple Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 11 3 33
12:15 3 15 3 29
12:30 2 12 1 19
12:45 2 17 12 55 1 89 8 170 20 225
01:00 3 16 7 80
01:15 0 20 2 67
01:30 5 14 0 64
01:45 1 17 9 67 0 77 9 288 18 355
02:00 1 18 4 45
02:15 1 21 2 75
02:30 0 23 2 44
02:45 0 23 2 85 5 48 13 212 15 297
03:00 1 28 1 42
03:15 0 20 4 43
03:30 1 26 1 36
03:45 1 22 3 96 0 25 6 146 9 242
04:00 2 26 0 33
04:15 0 24 2 62
04:30 4 39 3 36
04:45 1 26 7 115 12 39 17 170 24 285
05:00 4 41 8 35
05:15 5 32 13 57
05:30 9 33 10 36
05:45 12 22 30 128 17 44 48 172 78 300
06:00 8 20 26 38
06:15 1 24 16 23
06:30 6 12 21 25
06:45 3 18 18 74 26 19 89 105 107 179
07:00 7 19 32 17
07:15 10 17 32 27
07:30 8 11 51 24
07:45 16 8 41 55 30 28 145 96 186 151
08:00 14 11 38 11
08:15 13 7 40 18
08:30 14 4 29 14
08:45 10 4 51 26 25 22 132 65 183 91
09:00 6 10 31 7
09:15 11 7 16 10
09:30 8 8 24 16
09:45 3 10 28 35 20 14 91 47 119 82
10:00 9 12 12 13
10:15 7 6 30 9
10:30 13 5 16 16
10:45 9 5 38 28 10 5 68 43 106 71
11:00 6 4 27 5
11:15 8 4 14 0
11:30 6 3 22 4
11:45 9 4 29 15 13 4 76 13 105 28
Total 268 779 702 1527 970 2306
Percent 25.6% 74.4% 31.5% 68.5% 29.6% 70.4%
Grand
Total 268 779 702 1527 970 2306
Percent 25.6% 74.4% 31.5% 68.5% 29.6% 70.4%

ADT ADT 3,276 AADT 3,276

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Olympic Boulevard Btwn
Montebello Boulevard & 4th Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 7 2 6
12:15 0 7 1 4
12:30 1 4 0 4
12:45 0 7 4 25 2 8 5 22 9 47
01:00 0 4 0 11
01:15 0 1 0 4
01:30 0 2 0 4
01:45 2 2 2 9 2 10 2 29 4 38
02:00 0 4 2 4
02:15 1 6 0 3
02:30 1 10 2 2
02:45 1 2 3 22 4 8 8 17 11 39
03:00 0 5 0 8
03:15 0 3 3 4
03:30 0 3 0 4
03:45 3 3 3 14 0 4 3 20 6 34
04:00 0 5 0 9
04:15 0 4 1 15
04:30 0 3 0 4
04:45 0 3 0 15 2 2 3 30 3 45
05:00 3 5 1 5
05:15 1 4 3 3
05:30 4 1 2 1
05:45 2 2 10 12 0 3 6 12 16 24
06:00 1 3 2 3
06:15 4 5 0 0
06:30 1 4 1 1
06:45 8 2 14 14 7 2 10 6 24 20
07:00 0 3 3 2
07:15 1 7 6 2
07:30 11 7 7 13
07:45 9 2 21 19 4 6 20 23 41 42
08:00 4 0 6 3
08:15 3 3 3 4
08:30 1 1 5 2
08:45 5 1 13 5 1 7 15 16 28 21
09:00 3 2 7 1
09:15 4 2 1 4
09:30 7 2 1 5
09:45 4 0 18 6 6 5 15 15 33 21
10:00 3 0 7 3
10:15 3 1 2 2
10:30 5 0 6 5
10:45 0 1 11 2 4 1 19 11 30 13
11:00 1 1 4 1
11:15 6 2 2 0
11:30 3 0 2 3
11:45 5 0 15 3 3 0 11 4 26 7
Total 114 146 117 205 231 351
Percent 43.8% 56.2% 36.3% 63.7% 39.7% 60.3%
Grand
Total 114 146 117 205 231 351
Percent 43.8% 56.2% 36.3% 63.7% 39.7% 60.3%

ADT ADT 582 AADT 582

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Page 1 ends

Paramount Boulevard Btwn
North City Limit & SR-60 Freeway Ramps

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 44 174 27 207
12:15 24 197 23 190
12:30 44 177 21 213
12:45 26 200 138 748 21 232 92 842 230 1590
01:00 33 188 29 167
01:15 23 196 16 178
01:30 14 175 14 176
01:45 13 161 83 720 14 203 73 724 156 1444
02:00 16 190 8 179
02:15 6 227 10 253
02:30 7 239 14 256
02:45 13 284 42 940 21 241 53 929 95 1869
03:00 13 241 17 287
03:15 11 237 18 251
03:30 11 268 26 282
03:45 24 289 59 1035 20 408 81 1228 140 2263
04:00 14 249 26 348
04:15 13 256 33 388
04:30 15 244 59 433
04:45 29 264 71 1013 54 281 172 1450 243 2463
05:00 27 298 69 336
05:15 29 274 85 367
05:30 60 329 102 358
05:45 84 323 200 1224 91 422 347 1483 547 2707
06:00 61 291 82 353
06:15 117 279 124 280
06:30 98 258 138 313
06:45 139 233 415 1061 163 232 507 1178 922 2239
07:00 177 243 227 190
07:15 175 243 184 217
07:30 217 213 241 181
07:45 308 229 877 928 306 160 958 748 1835 1676
08:00 238 177 307 154
08:15 167 170 309 114
08:30 190 187 220 118
08:45 168 146 763 680 205 114 1041 500 1804 1180
09:00 147 169 234 114
09:15 162 136 192 94
09:30 168 132 194 105
09:45 139 114 616 551 217 114 837 427 1453 978
10:00 146 110 180 89
10:15 175 87 177 66
10:30 157 95 176 77
10:45 161 68 639 360 241 59 774 291 1413 651
11:00 135 57 208 77
11:15 141 55 187 38
11:30 245 43 197 33
11:45 189 59 710 214 208 41 800 189 1510 403
Total 4613 9474 5735 9989 10348 19463
Percent 32.7% 67.3% 36.5% 63.5% 34.7% 65.3%
Grand
Total 4613 9474 5735 9989 10348 19463
Percent 32.7% 67.3% 36.5% 63.5% 34.7% 65.3%

ADT ADT 29,811 AADT 29,811

Page 208 of 1054 ends

Page 1 ends

Paramount Boulevard Btwn
SR-60 Freeway Ramps & Montebello Blvd

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 38 228 25 185
12:15 31 209 29 227
12:30 37 219 14 227
12:45 24 216 130 872 16 268 84 907 214 1779
01:00 21 276 21 228
01:15 20 264 11 247
01:30 12 244 15 224
01:45 6 220 59 1004 13 231 60 930 119 1934
02:00 17 254 20 200
02:15 10 283 17 262
02:30 6 259 16 327
02:45 13 222 46 1018 16 275 69 1064 115 2082
03:00 18 278 16 270
03:15 23 270 10 260
03:30 25 267 20 270
03:45 24 274 90 1089 14 327 60 1127 150 2216
04:00 18 202 16 293
04:15 25 286 18 282
04:30 48 231 23 283
04:45 47 297 138 1016 48 280 105 1138 243 2154
05:00 38 371 30 286
05:15 61 272 41 301
05:30 75 253 65 291
05:45 94 316 268 1212 85 330 221 1208 489 2420
06:00 68 296 55 272
06:15 107 241 116 274
06:30 140 267 105 223
06:45 178 226 493 1030 148 212 424 981 917 2011
07:00 182 191 133 222
07:15 251 219 120 201
07:30 272 215 186 191
07:45 288 175 993 800 238 182 677 796 1670 1596
08:00 252 151 218 163
08:15 209 154 210 167
08:30 212 134 237 126
08:45 193 140 866 579 199 131 864 587 1730 1166
09:00 197 155 195 113
09:15 213 121 184 119
09:30 211 113 196 115
09:45 204 105 825 494 212 91 787 438 1612 932
10:00 220 104 187 83
10:15 197 65 162 70
10:30 220 68 201 62
10:45 221 50 858 287 200 52 750 267 1608 554
11:00 240 98 188 52
11:15 219 65 184 44
11:30 198 39 184 33
11:45 234 56 891 258 211 29 767 158 1658 416
Total 5657 9659 4868 9601 10525 19260
Percent 36.9% 63.1% 33.6% 66.4% 35.3% 64.7%
Grand
Total 5657 9659 4868 9601 10525 19260
Percent 36.9% 63.1% 33.6% 66.4% 35.3% 64.7%

ADT ADT 29,785 AADT 29,785

Page 209 of 1054 ends

Page 1 ends

Pickering Way Btwn
Olympic Boulevard & Ferguson Drive

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 4 0 4
12:15 0 3 0 3
12:30 1 5 0 8
12:45 1 5 4 17 0 1 0 16 4 33
01:00 0 5 2 7
01:15 0 10 1 6
01:30 0 5 0 6
01:45 0 11 0 31 0 4 3 23 3 54
02:00 1 6 0 10
02:15 0 7 0 9
02:30 0 7 0 3
02:45 3 11 4 31 1 12 1 34 5 65
03:00 0 11 0 7
03:15 0 3 0 6
03:30 1 12 1 13
03:45 0 6 1 32 1 15 2 41 3 73
04:00 0 1 0 14
04:15 2 5 1 11
04:30 1 8 0 13
04:45 1 6 4 20 1 11 2 49 6 69
05:00 2 11 2 14
05:15 1 9 3 9
05:30 4 9 4 24
05:45 0 5 7 34 2 13 11 60 18 94
06:00 6 8 1 6
06:15 6 3 2 4
06:30 3 6 2 6
06:45 5 4 20 21 3 19 8 35 28 56
07:00 1 5 5 8
07:15 3 5 2 4
07:30 14 5 2 4
07:45 7 5 25 20 9 8 18 24 43 44
08:00 15 4 5 4
08:15 8 4 5 4
08:30 5 3 11 7
08:45 3 1 31 12 6 4 27 19 58 31
09:00 4 8 1 0
09:15 6 4 7 1
09:30 4 1 7 2
09:45 2 4 16 17 6 7 21 10 37 27
10:00 4 1 4 1
10:15 3 2 3 4
10:30 3 3 9 1
10:45 4 2 14 8 2 0 18 6 32 14
11:00 4 2 4 1
11:15 7 1 2 2
11:30 8 0 6 2
11:45 6 0 25 3 7 0 19 5 44 8
Total 151 246 130 322 281 568
Percent 38.0% 62.0% 28.8% 71.2% 33.1% 66.9%
Grand
Total 151 246 130 322 281 568
Percent 38.0% 62.0% 28.8% 71.2% 33.1% 66.9%

ADT ADT 849 AADT 849

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Poplar Avenue Btwn
Lincoln Avenue & Beverly Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 24 6 26
12:15 3 25 2 24
12:30 6 35 0 23
12:45 2 27 12 111 1 27 9 100 21 211
01:00 3 36 0 26
01:15 1 38 2 50
01:30 4 42 5 40
01:45 1 55 9 171 1 40 8 156 17 327
02:00 0 60 1 98
02:15 0 45 1 74
02:30 3 27 1 50
02:45 0 39 3 171 0 46 3 268 6 439
03:00 2 48 2 32
03:15 1 45 2 52
03:30 1 41 3 65
03:45 0 44 4 178 3 49 10 198 14 376
04:00 2 45 0 72
04:15 1 65 3 53
04:30 3 49 1 73
04:45 3 48 9 207 8 51 12 249 21 456
05:00 4 83 7 26
05:15 8 59 5 48
05:30 3 37 9 67
05:45 10 47 25 226 12 54 33 195 58 421
06:00 7 39 3 43
06:15 14 41 3 43
06:30 19 32 13 42
06:45 24 27 64 139 18 24 37 152 101 291
07:00 25 20 29 29
07:15 51 27 28 18
07:30 93 19 63 15
07:45 77 31 246 97 81 14 201 76 447 173
08:00 46 16 78 17
08:15 25 25 37 18
08:30 38 16 31 10
08:45 26 18 135 75 32 15 178 60 313 135
09:00 33 17 24 7
09:15 30 19 27 12
09:30 29 13 28 11
09:45 30 12 122 61 26 13 105 43 227 104
10:00 27 11 18 5
10:15 25 9 25 8
10:30 15 10 21 10
10:45 25 4 92 34 14 3 78 26 170 60
11:00 23 3 27 5
11:15 20 5 19 3
11:30 24 5 20 6
11:45 24 2 91 15 35 2 101 16 192 31
Total 812 1485 775 1539 1587 3024
Percent 35.4% 64.6% 33.5% 66.5% 34.4% 65.6%
Grand
Total 812 1485 775 1539 1587 3024
Percent 35.4% 64.6% 33.5% 66.5% 34.4% 65.6%

ADT ADT 4,611 AADT 4,611

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Poplar Avenue Btwn
Beverly Boulevard & Poplar Way

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 13 2 18
12:15 1 7 1 32
12:30 3 6 0 18
12:45 2 16 9 42 1 34 4 102 13 144
01:00 4 12 3 26
01:15 0 8 3 45
01:30 2 15 4 27
01:45 2 24 8 59 1 34 11 132 19 191
02:00 4 22 0 49
02:15 0 16 1 58
02:30 0 12 2 50
02:45 1 53 5 103 3 43 6 200 11 303
03:00 1 39 2 48
03:15 1 38 2 45
03:30 3 41 2 52
03:45 1 54 6 172 2 52 8 197 14 369
04:00 1 38 7 60
04:15 3 43 6 56
04:30 3 32 5 54
04:45 3 32 10 145 6 56 24 226 34 371
05:00 3 36 5 64
05:15 6 44 4 54
05:30 6 45 14 60
05:45 4 24 19 149 11 43 34 221 53 370
06:00 3 40 5 39
06:15 7 36 9 38
06:30 11 33 11 37
06:45 35 25 56 134 19 27 44 141 100 275
07:00 22 26 36 26
07:15 47 28 32 22
07:30 68 21 47 15
07:45 39 21 176 96 54 22 169 85 345 181
08:00 36 25 56 18
08:15 23 21 44 14
08:30 25 14 29 9
08:45 23 12 107 72 28 13 157 54 264 126
09:00 32 18 25 15
09:15 24 17 24 9
09:30 23 7 23 15
09:45 31 15 110 57 25 15 97 54 207 111
10:00 15 13 25 11
10:15 28 8 21 3
10:30 11 10 17 6
10:45 15 3 69 34 29 7 92 27 161 61
11:00 7 4 26 5
11:15 12 3 21 4
11:30 15 4 26 9
11:45 7 5 41 16 32 3 105 21 146 37
Total 616 1079 751 1460 1367 2539
Percent 36.3% 63.7% 34.0% 66.0% 35.0% 65.0%
Grand
Total 616 1079 751 1460 1367 2539
Percent 36.3% 63.7% 34.0% 66.0% 35.0% 65.0%

ADT ADT 3,906 AADT 3,906

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Potrero Grande Drive Btwn
Arroyo Drive & South City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 191 7 168
12:15 5 182 9 168
12:30 5 215 10 163
12:45 11 182 37 770 7 180 33 679 70 1449
01:00 9 186 4 146
01:15 5 180 3 149
01:30 11 213 6 124
01:45 8 206 33 785 9 127 22 546 55 1331
02:00 11 218 7 148
02:15 5 237 3 158
02:30 3 220 1 188
02:45 9 273 28 948 2 161 13 655 41 1603
03:00 5 235 4 174
03:15 8 246 9 187
03:30 5 275 7 153
03:45 3 259 21 1015 11 165 31 679 52 1694
04:00 5 343 8 174
04:15 8 275 13 190
04:30 15 274 18 176
04:45 10 355 38 1247 20 177 59 717 97 1964
05:00 9 334 28 166
05:15 18 290 47 154
05:30 30 296 53 201
05:45 25 318 82 1238 65 182 193 703 275 1941
06:00 22 312 61 160
06:15 44 274 68 139
06:30 58 273 86 147
06:45 69 242 193 1101 95 109 310 555 503 1656
07:00 73 226 125 91
07:15 89 221 129 132
07:30 113 165 163 81
07:45 140 170 415 782 207 77 624 381 1039 1163
08:00 163 161 207 94
08:15 155 127 200 69
08:30 153 104 163 60
08:45 100 95 571 487 161 51 731 274 1302 761
09:00 102 54 154 56
09:15 86 52 154 60
09:30 125 63 126 49
09:45 139 40 452 209 173 32 607 197 1059 406
10:00 135 25 153 35
10:15 202 17 146 27
10:30 194 24 166 14
10:45 157 34 688 100 147 14 612 90 1300 190
11:00 173 28 141 17
11:15 175 12 111 13
11:30 157 22 229 8
11:45 143 9 648 71 158 14 639 52 1287 123
Total 3206 8753 3874 5528 7080 14281
Percent 26.8% 73.2% 41.2% 58.8% 33.1% 66.9%
Grand
Total 3206 8753 3874 5528 7080 14281
Percent 26.8% 73.2% 41.2% 58.8% 33.1% 66.9%

ADT ADT 21,361 AADT 21,361

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Rea Drive Btwn
Beverly Boulevard & Lincoln Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 22 4 24
12:15 4 22 1 27
12:30 1 29 1 33
12:45 1 23 8 96 1 32 7 116 15 212
01:00 1 26 2 35
01:15 2 29 2 20
01:30 0 26 0 21
01:45 0 51 3 132 1 40 5 116 8 248
02:00 2 33 1 84
02:15 1 24 0 55
02:30 1 26 0 50
02:45 1 26 5 109 0 42 1 231 6 340
03:00 1 28 0 59
03:15 2 28 0 66
03:30 1 41 0 68
03:45 0 39 4 136 2 82 2 275 6 411
04:00 1 19 5 86
04:15 1 33 2 99
04:30 3 36 4 140
04:45 4 33 9 121 5 109 16 434 25 555
05:00 2 30 5 91
05:15 5 49 7 122
05:30 4 28 6 106
05:45 4 37 15 144 16 95 34 414 49 558
06:00 2 26 13 96
06:15 6 20 9 98
06:30 17 25 17 63
06:45 18 23 43 94 17 34 56 291 99 385
07:00 20 26 27 47
07:15 38 27 35 31
07:30 56 18 55 20
07:45 80 21 194 92 68 15 185 113 379 205
08:00 45 20 70 21
08:15 38 21 33 24
08:30 22 21 28 16
08:45 18 9 123 71 27 15 158 76 281 147
09:00 21 11 23 17
09:15 20 11 22 15
09:30 23 9 22 11
09:45 11 7 75 38 28 6 95 49 170 87
10:00 14 12 26 9
10:15 24 15 24 2
10:30 15 5 22 4
10:45 17 11 70 43 14 7 86 22 156 65
11:00 28 4 30 2
11:15 20 2 31 2
11:30 19 3 17 2
11:45 18 5 85 14 24 6 102 12 187 26
Total 634 1090 747 2149 1381 3239
Percent 36.8% 63.2% 25.8% 74.2% 29.9% 70.1%
Grand
Total 634 1090 747 2149 1381 3239
Percent 36.8% 63.2% 25.8% 74.2% 29.9% 70.1%

ADT ADT 4,620 AADT 4,620

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Slauson Avenue Btwn
Telegraph Road & Bluff Road

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 42 290 74 296
12:15 49 342 59 273
12:30 45 337 70 317
12:45 40 312 176 1281 46 303 249 1189 425 2470
01:00 54 306 48 340
01:15 39 366 45 290
01:30 39 411 60 368
01:45 55 370 187 1453 44 327 197 1325 384 2778
02:00 32 312 46 364
02:15 40 398 33 333
02:30 33 440 54 337
02:45 51 349 156 1499 63 385 196 1419 352 2918
03:00 70 402 52 350
03:15 81 449 61 382
03:30 72 483 92 312
03:45 113 535 336 1869 114 334 319 1378 655 3247
04:00 92 518 100 375
04:15 147 539 127 335
04:30 181 543 228 300
04:45 207 610 627 2210 249 362 704 1372 1331 3582
05:00 193 570 278 312
05:15 232 520 377 251
05:30 308 523 518 288
05:45 303 549 1036 2162 487 336 1660 1187 2696 3349
06:00 245 504 451 293
06:15 295 494 435 310
06:30 334 437 588 359
06:45 356 324 1230 1759 594 299 2068 1261 3298 3020
07:00 310 336 664 237
07:15 366 261 635 226
07:30 430 170 575 195
07:45 361 218 1467 985 554 199 2428 857 3895 1842
08:00 381 205 571 144
08:15 339 158 425 201
08:30 365 158 530 149
08:45 338 158 1423 679 461 176 1987 670 3410 1349
09:00 295 147 448 193
09:15 302 122 423 179
09:30 288 114 460 136
09:45 289 98 1174 481 414 105 1745 613 2919 1094
10:00 330 98 273 115
10:15 248 113 334 134
10:30 292 97 317 134
10:45 341 84 1211 392 308 91 1232 474 2443 866
11:00 308 57 275 102
11:15 316 62 344 100
11:30 317 51 233 74
11:45 289 48 1230 218 269 48 1121 324 2351 542
Total 10253 14988 13906 12069 24159 27057
Percent 40.6% 59.4% 53.5% 46.5% 47.2% 52.8%
Grand
Total 10253 14988 13906 12069 24159 27057
Percent 40.6% 59.4% 53.5% 46.5% 47.2% 52.8%

ADT ADT 51,216 AADT 51,216

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Page 1 ends

Telegraph Road Btwn
Church Road & Greenwood Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 37 271 21 190
12:15 26 260 31 118
12:30 49 287 43 171
12:45 33 287 145 1105 48 153 143 632 288 1737
01:00 61 280 37 212
01:15 47 334 29 176
01:30 38 392 61 172
01:45 34 265 180 1271 28 184 155 744 335 2015
02:00 49 248 36 239
02:15 38 286 40 290
02:30 40 312 35 264
02:45 63 268 190 1114 29 318 140 1111 330 2225
03:00 62 360 34 294
03:15 76 280 38 307
03:30 76 333 41 358
03:45 89 252 303 1225 36 371 149 1330 452 2555
04:00 79 291 37 330
04:15 85 301 23 327
04:30 161 309 52 295
04:45 180 265 505 1166 76 301 188 1253 693 2419
05:00 171 287 39 272
05:15 257 272 29 393
05:30 423 283 56 374
05:45 428 246 1279 1088 87 390 211 1429 1490 2517
06:00 305 268 81 326
06:15 388 244 62 277
06:30 453 196 91 359
06:45 528 241 1674 949 131 447 365 1409 2039 2358
07:00 590 192 192 436
07:15 662 156 178 254
07:30 638 248 211 134
07:45 636 384 2526 980 218 109 799 933 3325 1913
08:00 560 212 204 66
08:15 433 142 170 75
08:30 482 127 155 65
08:45 548 164 2023 645 130 70 659 276 2682 921
09:00 525 153 126 68
09:15 430 120 133 62
09:30 369 104 140 62
09:45 390 101 1714 478 122 58 521 250 2235 728
10:00 364 89 127 28
10:15 354 86 146 42
10:30 357 94 118 38
10:45 293 70 1368 339 163 46 554 154 1922 493
11:00 301 45 145 33
11:15 255 64 131 38
11:30 292 50 143 31
11:45 228 31 1076 190 150 22 569 124 1645 314
Total 12983 10550 4453 9645 17436 20195
Percent 55.2% 44.8% 31.6% 68.4% 46.3% 53.7%
Grand
Total 12983 10550 4453 9645 17436 20195
Percent 55.2% 44.8% 31.6% 68.4% 46.3% 53.7%

ADT ADT 37,631 AADT 37,631

Page 216 of 1054 ends

Page 1 ends

Telegraph Road Btwn
Greenwood Avenue & Slauson Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 52 306 37 216
12:15 34 279 49 214
12:30 81 301 54 244
12:45 56 382 223 1268 55 241 195 915 418 2183
01:00 60 310 43 247
01:15 48 339 24 259
01:30 50 350 52 332
01:45 49 313 207 1312 32 309 151 1147 358 2459
02:00 48 345 52 369
02:15 45 326 45 396
02:30 64 327 35 466
02:45 101 314 258 1312 23 453 155 1684 413 2996
03:00 60 335 46 405
03:15 68 284 48 431
03:30 92 319 54 551
03:45 117 259 337 1197 48 631 196 2018 533 3215
04:00 82 316 76 468
04:15 84 291 63 309
04:30 163 270 76 336
04:45 216 299 545 1176 89 450 304 1563 849 2739
05:00 141 340 75 427
05:15 219 289 80 562
05:30 435 254 111 526
05:45 435 287 1230 1170 119 373 385 1888 1615 3058
06:00 282 264 149 448
06:15 372 298 164 515
06:30 416 254 202 479
06:45 532 266 1602 1082 222 504 737 1946 2339 3028
07:00 560 226 244 482
07:15 580 191 258 277
07:30 547 264 338 160
07:45 640 411 2327 1092 339 104 1179 1023 3506 2115
08:00 559 258 285 95
08:15 400 209 251 90
08:30 509 176 207 90
08:45 555 198 2023 841 176 96 919 371 2942 1212
09:00 518 193 186 115
09:15 494 153 198 93
09:30 382 160 189 86
09:45 449 122 1843 628 190 81 763 375 2606 1003
10:00 383 114 161 73
10:15 438 106 192 77
10:30 383 110 203 52
10:45 348 103 1552 433 223 47 779 249 2331 682
11:00 321 84 225 70
11:15 325 82 201 35
11:30 330 61 191 48
11:45 276 41 1252 268 216 31 833 184 2085 452
Total 13399 11779 6596 13363 19995 25142
Percent 53.2% 46.8% 33.0% 67.0% 44.3% 55.7%
Grand
Total 13399 11779 6596 13363 19995 25142
Percent 53.2% 46.8% 33.0% 67.0% 44.3% 55.7%

ADT ADT 45,137 AADT 45,137

Page 217 of 1054 ends

Montebello City CouncilAugust 12, 2026

Montebello City Council
August 12, 2026