Agenda packet — Baldwin Park City Council, February 2, 2022 (part 1 of 2)

NOTICE AND CALL
OF A

VIRTUAL SPECIAL MEETING
OF THE

CITY COUNCIL

TO THE MEMBERS OF THE AFOREMENTIONED AGENCIES AND THE CITY CLERK OF

THE CITY OF BALDWIN PARK

NOTICE IS HEREBY GIVEN that a Special Meeting is hereby called to be held on WEDNESDAY, February 2, 2022 at 5:00 PM.

Said Special Meeting shall be for the purpose of conducting business in accordance with the attached Agenda.

NO OTHER BUSINESS WILL BE DISCUSSED

THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC DUE TO THE SURGE OF COVID CASES.

Posted: January 27, 2022.

Emmanuel J. Estrada
Mayor

AFFIDAVIT OF POSTING

I, Marlen Garcia, City Clerk of the City of Baldwin Park hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 24 hours prior to the meeting of February 2, 2022.

Marlen Garcia,
City Clerk

AGENDA

BALDWIN PARK CITY COUNCIL

VIRTUAL SPECIAL MEETING
COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706

February 2, 2022
5:00 PM

THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC

Audio Streaming will be available at:
https://www.youtube.com/channel/UCFLZ0_dDFRjy59rhiDZ13Fg/featured?view_as=subscriber http://baldwinpark.granicus.com/ViewPublisher.php?view_id=10 Audio Streaming Simultaneously in Spanish will be available at:
https://www.youtube.com/channel/UC3bPFBIHcoPIks1XqetmGcA

Emmanuel J. Estrada - Mayor
Daniel Damian - Mayor Pro Tem
Alejandra Avila - Council Member
Monica Garcia - Council Member
Paul C. Hernandez - Council Member

PLEASE TURN OFF ALL ELECTRONIC DEVICES

PUBLIC COMMENTS
The public is encouraged to address the City
Council or any of its Agencies listed on this
agenda. In accordance with Chapter 39 of the
Baldwin Park Municipal Code, Speakers must
address the Council as a whole and refrain
from making impertinent, slanderous, or
profane remarks or disrupt the peace of the
meeting.

COMENTARIOS DEL PUBLICO
Se invita al público a dirigirse al Concilio o cualquiera otra de sus Agencias nombradas en esta agenda.

De acuerdo con el capítulo 39 del Código Municipal
de la Ciudad de Baldwin Park, los comentaros deben
se dirigidos al Concilio como una sola entidad, y no
ser impertinentes, difamatorios, o profanos, o
interrumpir la paz de la reunión.

CALL TO ORDER:

ROLL CALL: Council Members: Alejandra Avila, Monica Garcia, Paul C. Hernandez, Mayor Pro Tem Daniel Damian, and Mayor Emmanuel J. Estrada

PUBLIC COMMUNICATIONS
Three (3) minute speaking time limit
Tres (3) minutos será el limite para hablar

THIS IS THE TIME SET ASIDE TO ADDRESS THE CITY COUNCIL

PLEASE NOTIFY THE CITY CLERK IF YOU REQUIRE THE SERVICES OF AN INTERPRETER No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2]

ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO

FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETE No se podra tomar acción en algún asunto a menos que sea incluido en la agenda, o a menos que exista algúna emergencia o circunstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciónes o preguntas hechas por personas; o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideración en juntas proximas. [Codigo de Gobierno §54954.2]

If you wish to comment on agenda items, please email your name, City of residence, item number and a phone number where you will be available between the hours of 5:00 PM to 6:00 PM on February 2, 2022 to [email protected]. You will be contacted by a staff member and will be granted 3 (three) minutes to speak live during the meeting. If you are a non-English Speaker and require translation services in another language other than Spanish, or sign, please indicate your request in your communication up to 48 hours prior to the meeting. If large numbers of persons wishing to speak are gathered (a reduction of the speaking time allotted for each speaker may be announced). A one hour limit may be placed on the time for public communications so that City business can be conducted, after which time, communications can resume.

OPEN SESSION/STUDY SESSION
• Baldwin Park on the Move Sales Tax Proposal Presentation Presented by Juan Garza, Six Haeron and Kian Kaeni, from Dragonfly Public Affairs

RECESS TO CLOSED SESSION

1. Conference With Legal Counsel— Existing Litigation
Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956.9:

Case Name: Suzanne Ruelas v. City of Baldwin Park Case No. 20STCV17682

Case Name: Tuan Le v. City of Baldwin Park Case No. 21STCV34473

CITY COUNCIL
VIRTUAL SPECIAL MEETING – 5:00 P.M.

2. Conference With Legal Counsel—Anticipated Litigation Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Government Code Section 54956.9:

Potential Case(s): Ten (10)

RECONVENE IN OPEN SESSION

REPORT FROM CLOSED SESSION

ADJOURNMENT

CERTIFICATION

I, Marlen Garcia, City Clerk of the City of Baldwin Park hereby that, certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 24 hours prior to the meeting of January 27, 2022.

Marlen Garcia
City Clerk
For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or e- mail [email protected].

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960-4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE II)
AGENDA

BALDWIN PARK CITY COUNCIL

VIRTUAL REGULAR MEETING
COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706

February 2, 2022
7:00 PM

THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC

Emmanuel J. Estrada - Mayor
Daniel Damian - Mayor Pro Tem
Alejandra Avila - Council Member
Monica Garcia - Council Member
Paul C. Hernandez - Council Member

PLEASE TURN OFF ALL ELECTRONIC DEVICES DURING THE MEETING.

PUBLIC COMMENTS
The public is encouraged to address the City
Council or any of its Agencies listed on this
agenda on any matter posted on the agenda
or on any other matter within its jurisdiction.

In accordance with Chapter 39 of the Baldwin
Park Municipal Code, Speakers must
address the Council as a whole and refrain
from making impertinent, slanderous, or
profane remarks or disrupt the peace of the
meeting.

COMENTARIOS DEL PÚBLICO
Se invita al público a dirigirse al Concilio o cualquier otra de sus Agencias nombradas en esta agenda,
para hablar sobre cualquier asunto publicado en la
agenda o cualquier tema que esté bajo su
jurisdicción. De acuerdo con el capítulo 39 del
Código Municipal de la Ciudad de Baldwin Park, los
comentaros deben se dirigidos al Concilio como una
sola entidad, y no ser impertinentes, difamatorios, o
profanos, o interrumpir la paz de la reunión.

City Council Agenda Page 2

CITY COUNCIL
VIRTUAL REGULAR MEETING – 7:00 PM

CALL TO ORDER

INVOCATION

PLEDGE OF ALLEGIANCE

ROLL CALL
Council Members: Alejandra Avila, Monica Garcia, Paul C. Hernandez, Mayor Pro Tem Daniel Damian, and Mayor Emmanuel J. Estrada

REPORT FROM CLOSED SESSION

ANNOUNCEMENTS

PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS

• Oath of Office for Commissioners

• Black History Month Proclamation

• Project Homekey Baldwin Park
Presented by Elisa McCormick, Director of PHK Baldwin Park

PUBLIC COMMUNICATIONS
Three (3) minute speaking time limit
Tres (3) minutos será el límite para hablar

THIS IS THE TIME SET ASIDE TO ADDRESS THE CITY COUNCIL

PLEASE NOTIFY THE CITY CLERK IF YOU REQUIRE THE SERVICES OF AN INTERPRETER No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staf f to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2]

ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO

FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETE No se podra tomar acción en algún asunto a menos que sea incluido en la agenda, o a menos que exista algúna emergencia o circ unstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciónes o preguntas hechas por personas; o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideración en juntas proximas. [Codigo de Gobierno §54954.2]

If you wish to comment on agenda items, please email your name, City of residence, item number and a phone number where you will be available between the hours of 7:00 PM to 8:00 PM on February 2, 2022 to [email protected]. You will be contacted by a staff member and will be granted 3 (three) minutes to speak live during t he meeting. If you are a non- English Speaker and require translation services in another language other than Spanish, or sign, please indicate your request in your communication up to 48 hours prior to the meeting. If large numbers of persons wishing to speak are gathered (a reduction of the speaking time allotted for each speaker may be announced). A one hour limit may be placed on the time for public communications so that City business can be conducted, after which time, communica tions can resume.

City Council Agenda Page 3

CONSENT CALENDAR
All items listed are considered to be routine business by the City Council and will be approved with one motion. There will be no separate discussion of these items unless a City Councilmember so requests, in which case, the item will be removed from the general order of business and considered in its normal sequence on the agenda.

1. City of Baldwin Park’s Warrants and Demands
Staff recommends that the City Council ratify the attached Warrants and Demands Register.

2. Meeting Minutes
Staff recommends that the City Council approve meeting minutes for the following City Council Meetings:

Special City Council Meeting of January 19, 2022.

Regular City Council Meeting of January 19, 2022.

3. Claim Rejection
Staff recommends that the City Council reject the following claims and direct staff to send the appropriate notice of rejection to claimant(s):

Ramon David Burgos The claimant alleges stolen property.

Jesus Ruiz Sanchez The claimant alleges dangerous condition of public property.

Chung Ping Wong The claimant alleges dangerous condition of public property.

These government claims, and all government claims, should be considered as potential lawsuits in the future. Thus, it is requested that all City Staff, the Mayor and all Council Members refrain from making any statements, whether public or private in nature. It is important that no statements be made so as to not prejudice this claim in any way which can happen if public or private comments are made about this claim by City staff or Council Members.

4. Amendment to the Consultant Services Agreement between the City of Baldwin Park, and Lorraine Mendez and Associates
Staff recommends that City Council:

1. Approve an amendment to the Consultant Services Agreement between the City of Baldwin Park and Lorraine Mendez and Associates, Inc., to complete the following items:
a. FY 2019/20 Annual Plan Cares Act Substantial Amendment b. HOME ARP Allocation Plan
c. FY 2022-2023 Annual Action Plan
d. Other HUD Programs Administration tasks including, but not limited to, assistance with HUD Monitoring response, 2021/22 CAPER, etc.; and

2. Direct the Chief Executive Officer and the City Attorney to prepare and execute the amendment with Lorraine Mendez and Associates, Inc.; and

3. Authorize the Director of Finance to appropriate the funds and budget amendment accordingly.

City Council Agenda Page 4

REPORTS OF OFFICERS

5. Introduction of Ordinance No. 1467 “An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 73 of the Baldwin Park Municipal Code Relating to Speed Limits on Certain Streets”
Staff recommends the City Council introduce for first reading, by title only, Ordinance No. 1467 entitled: “An Ordinance of the City Council of the City of Baldwin Park, California, amending Chapter 73 of the Baldwin Park Municipal Code relating to speed limits on certain streets”; and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting.

6. Introduction of Ordinance No. 1468 “An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements under Senate Bill (SB) 1383 Related to Short-Lived Climate Pollutants (SLCP)”

Staff recommends that the City Council introduce for first reading, by title only, Ordinance No. 1468 entitled: “An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and Enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements Under Senate Bill (SB) 1383 Related to Short -Lived Climate Pollutants (SLCP)” ; and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting.

CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS &

COMMUNICATION

Request by Mayor Emmanuel J. Estrada

• Mayor Estrada requests City Council discussion and direction on a Citywide Clean Up Event in collaboration with local organizations.

ADJOURNMENT

CERTIFICATION

I, Marlen Garcia, City Clerk of the City of Baldwin Park hereby certify that, under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 27 th day of January
2022.

Marlen Garcia
City Clerk

For further information regarding agenda items, please contact the office of the City C lerk at (626) 960- 4011 ext. 466 or via e- mail at [email protected].

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960- 4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE II)

STAFF REPORT
ITEM NO. ________1_________
TO: Honorable Mayor and Members of the City Council
FROM: Rose Tam, Director of Finance
DATE: February 2, 2022
SUBJECT: City of Baldwin Park’s Warrants and Demands

SUMMARY
Attached is the Warrants and Demands Register for the City of Baldwin Park to be ratified by the City Council.

RECOMMENDATION
Staff recommends that the City Council ratify the attached Warrants and Demands Register.

FISCAL IMPACT
The payroll for the last period was $564,513.41 and the attached General Warrants Register was $604,981.51 for a total amount of $1,169,494.92.

BACKGROUND
The attached Claims and Demands report format meets the required information as set out in the California Government Code. Staff has reviewed the requests for expenditures for the appropriate budgetary approval and for the authorization from the department head or its designee. Pursuant to Section 37208 of the California Government Code, the Chief Executive Officer or his/her designee does hereby certify to the accuracy of the demands hereinafter referred. Payments released since the previous City Council meeting and the following is a summary of the payment released:

1. The last payroll of the City of Baldwin Park consists of check numbers 201294 to 201300 Additionally, Automated Clearing House (ACH) Payroll deposits were made on behalf of City Employees from control number 30307 to 31053 for the period December 26, 2021 through January 8, 2022, inclusive; these are presented and hereby ratified in the amount of $564,513.41.

2. General Warrants, with the checks from 234979 to 235057 in the amount of $604,981.51 for the period of January 12, 2022 to January 24, 2022, inclusive; in the total amount of $604,981.51 constituting of claims and demands against the City of Baldwin Park, are herewith presented to the City Council as required by law, and the same hereby ratified.

LEGAL REVIEW
Not Applicable

ATTACHMENT

1. Check Register

STAFF REPORT
ITEM NO. ________2_________
TO: Honorable Mayor and Members of the City Council
FROM: Lourdes Morales, Chief Deputy City Clerk
DATE: February 2, 2022
SUBJECT: Meeting Minutes

SUMMARY
The City Council held Special and Regular City Council Meetings on the dates listed below.

RECOMMENDATION
Staff recommends that the City Council approve meeting minutes for the following City Council Meetings:

Special City Council Meeting of January 19, 2022.

Regular City Council Meeting of January 19, 2022.

FISCAL IMPACT
There is no fiscal impact associated with this item.

BACKGROUND
Not applicable

ALTERNATIVES
Not applicable

LEGAL REVIEW
This report does not require legal review.

ATTACHMENTS

1. Special City Council Meeting of January 19, 2022.

2. Regular City Council Meeting of January 19, 2022.

Special Meeting of 01/16/22 Page 1 of 2

MINUTES

BALDWIN PARK CITY COUNCIL VIRTUAL STUDY SESSION

AND SPECIAL MEETING
January 19, 2022 5:00 P.M.

COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706

CALL TO ORDER
The meeting was called to order at 5:03 PM by Mayor Estrada.

ROLL CALL
Chief Deputy City Clerk Morales performed roll call:

PRESENT:

Council Member Daniel Damian
Council Member Monica Garcia
Council Member Paul C. Hernandez joined at 5:14 PM.

Mayor Pro Tem Alejandra Avila
Mayor Emmanuel J. Estrada

PUBLIC COMMUNICATIONS
Mayor Estrada opened Public Communications at 5:04 PM.

Seeing no one wishing to speak, Mayor Estrada closed Public Communications at 5:04 PM.

OPEN SESSION/STUDY SESSION
 Current and Future Local, State and Federal Grant Opportunities to Benefit Baldwin Park
Presented by David Marquez, Senior Project Manager from California Consulting, INC
David Marquez provided an overview of the grant opportunities that have been obtained and grants that will become available in the future. He thanked the City for their partnership and staff for their hard work and collaboration.

Mayor Estrada requested searching for grants related to cannabis; Council Member Hernandez requested the City apply for private grants, grants to assist with youth development and homeless efforts, and grants to assist public safety like the Police Department.

Council Member Garcia thanked David Marquez and staff for assisting with funding for Walnut Creek Park.

The City Council recessed into closed session at 5:36 PM.

Special Meeting of 01/16/22 Page 2 of 2

RECESS TO CLOSED SESSION

1. Conference With Legal Counsel—Existing Litigation
Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956.9:

Case Name: Suzanne Ruelas v. City of Baldwin Park Case No. 20STCV17682 Case Name: Daniel Rodriguez v. City of Baldwin Park Case No. 21STCV21129

2. Conference With Legal Counsel—Anticipated Litigation Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Government Code Section 54956.9:

Potential Case(s): Five (5)

RECONVENE IN OPEN SESSION
The City Council reconvened into open session regular meeting at 7:10 PM and recessed back into closed session at 9:57 PM.

The City Council reconvened into open session at 11:27 PM.

REPORT ON CLOSED SESSION
City Attorney Robert N. Tafoya announced no reportable action was taken.

ADJOURNMENT
There being no further business, motion was made by Mayor Estrada seconded by Mayor Pro Tem Damian, to adjourn the meeting at 11:30 PM. _______________________
Emmanuel J. Estrada, Mayor
ATTEST:

Marlen Garcia, City Clerk
APPROVED: ___________________

MINUTES

BALDWIN PARK CITY COUNCIL VIRTUAL REGULAR MEETING
January 19, 2022, 7:00 P.M.

COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706

CALL TO ORDER
The meeting was called to order 7:10 PM by Mayor Estrada.

INVOCATION
No invocation was provided.

PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Chief Executive Officer Enrique C. Zaldivar.

ROLL CALL
City Clerk Garcia performed roll call:

MEMBERS PRESENT:

Council Member Daniel Damian
Council Member Monica Garcia
Council Member Paul C. Hernandez
Mayor Pro Tem Alejandra Avila
Mayor Emmanuel J. Estrada

REPORT ON CLOSED SESSION
City Attorney Robert N. Tafoya announced no reportable action was taken.

ANNOUNCEMENTS
Mayor Estrada announced the following: The City Council are also members of the Board of Directors of the Housing Authority, and Finance Authority, which are concurrently convening with the City Council this evening and each Council Member is paid an additional stipend of $30 for attending the Housing Authority meeting and $50 for attending the Finance Authority meeting.

Council Member Garcia requested the meeting adjourn in memory of Betty Lowes, Lewis Duran, and the family who was impacted by the fire in Baldwin Park.

Mayor Pro Tem Damian and Council Member Avila also expressed their condolences to the family affected by the fire, Cecilia, Allen, Tim, the Lowes family.

Regular Meeting of 1/19/22 Page 2 of 6

PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS
 Hope Fest Baldwin Park Presentation
Presented by Jaime Espinoza
Jaime Espinoza requested the City’s support to provide a location to host an event to assist the community. These events are free to the public and provides an opportunity for giveaways, concerts, kids zone, and booths with supportive services.

Mayor Pro Tem Damian commented on previous events he attended hosted by Mr.

Espinoza and the City Council requested Director of Recreation and Community Services coordinate with Jaime Espinoza on a future event.

PUBLIC COMMUNICATIONS
Mayor Estrada opened Public Communications at 7:28 PM.

Thomas Cary commented on housing and expressed disagreement with continuing to house more homeless people.

Katherine Loeser provided updates on library events. Council Member Hernandez requested the library partner with the City in an effort to encourage children to read. Ms.

Loeser expressed there was a challenge for kids to read underway but would ask her supervisor and coordinate with the City.

Javier Navarro commented on public safety as it relates to Public Works.

John Rios commented on election campaigns and attempts to contact the Mayor for the betterment of the community.

Mayor Estrada closed public communications at 7:49 PM.

CONSENT CALENDAR
All items listed under the consent calendar are considered to be routine business by the Council Members and were approved with one motion.

Item No’s. 4, 5, 6, and 8 were pulled from the consent calendar for separate consideration.

MOTION: It was moved by Mayor Estrada, seconded by Council Member Avila to approve the remainder of the Consent Calendar. Motion carried by unanimous consent 5/0.

1. City of Baldwin Park’s Warrants and Demands
The City Council ratified the attached Warrants and Demands Register.

2. Treasurer’s Report – November 2021
The City Council received and filed the Treasurer’s Report for November 2021.

Regular Meeting of 1/19/22 Page 3 of 6

3. Consideration of a Consultant Services Agreement with Terra Realty Advisors Inc., for Billboard Sign Consulting Services
The City Council considered and approved the Consultant Services Agreement with Terra; and authorize the Mayor to execute the Consultant Services Agreement not-to- exceed $40,000.

Pulled from Consent Calendar

4. Define Scope of Work for the Development of a new Family Service Center MOTION: It was moved by Mayor Estrada, seconded by Council Member Avila to define scope of work for the development of a new Family Service Center to begin the conceptual design process; and authorize the Director of Finance to appropriate funds from Fund #275 and make the necessary budget adjustments. Motion carried by unanimous consent 5/0.

Pulled from Consent Calendar

5. Approval to Accept Grant Award from the San Gabriel Council of Governments (SGVCOG) for the Program 4: Pilot Programs/City Specific Program MOTION: It was moved by Mayor Estrada, seconded by Mayor Pro Tem Damian to approve to accept the SGVCOG Program 4: Pilot Programs/City-Specific Programs Grant in the amount of $50,000; and authorize the Director of Recreation & Community Services and/or Director of Community Development to execute a Memorandum of Agreement and all associated documents associated with the grant. Motion carried by unanimous consent.

Pulled from Consent Calendar

6. Approve an Agreement with OpenGov, Inc. for the Open Gov Budgeting & Planning Suite + Open Gove Reporting & Transparency Suite
MOTION: It was moved by Mayor Estrada, seconded by Council Member Hernandez to Authorize the Mayor to execute the three-year agreement with OpenGov, Inc. with an additional two one-year options; and authorize the Director of Finance to make all necessary appropriation and budget amendments. Motion carried by unanimous consent 5/0 5/0.

7. Adoption of a Resolution to Continue Conducting City Council/Commission/Board Meetings Remotely in Accordance with the Brown Act Executive Order and AB 361 The City Council adopted Resolution No. 2022-001 to continue conducting City Council/Commission/Board Meetings remotely in accordance with the Brown Act executive orders and AB 361 (covering meetings held from January 19, 2022 through February 18, 2022) and re-evaluate the state of emergency every 30 days to make findings under the bill’s teleconferencing exemptions.

Regular Meeting of 1/19/22 Page 4 of 6
Pulled from Consent Calendar

8. Award Professional Service Agreement to La Ca ñada Design Group (LCDG) for Architectural and Engineering Design Services for City Hall’s Third Floor and Council Chambers Improvements Project No. CIP 22-038
MOTION: It was moved by Mayor Estrada, seconded by Council Member Avila to Authorize the Director of Public Works to execute a professional services agreement with La Cañada Design Group Inc. (LCDG) in the amount of $482,864 for architectural and engineering design services; and authorize the Mayor and City Clerk to execute the PSA with LCDG for design services of the 3 rd Floor and Council Chambers Improvements Project CIP 22-038; and authorize the Director of Finance to appropriate $482,864 from the approved American Recovery Plan Act (ARPA) loss revenue category, Fund #275 and make the necessary budget adjustments. Motion carried by unanimous consent 5/0.

9. Approve Letter of Interest to join the San Gabriel Valley Council of Governments (SGVCOG) Regional Food Recovery Program and Authorization to prepare and submit a joint application for the CalRecycle SB 1383 Local Assistance Grant The City Council approved to join the SGVCOG’s Regional Food Recovery Program Expansion and authorize the submittal of the Letter of Interest to prepare and submit a joint application for the CalRecycle SB 1383 Local Assistance non-competitive grant; and authorized the submittal of a Letter of Authorization (LOA) to provide the SGVCOG to apply for and to act on the City’s behalf in the implementation and administration of the grant funding if awarded; and authorized the Director of Public Works to execute the necessary documents.

CITY COUNCIL ACTING AS SUCCESSOR AGENCY OF THE DISSOLVED

COMMUNITY DEVELOPMENT COMMISSION

MOTION: It was moved by Mayor Estrada, seconded by Mayor Pro Tem Damian to approve the Consent Calendar. Motion carried by unanimous consent 5/0.

SA-1 Successor Agency to the Dissolved Community Development Commission of the City of Baldwin Park Treasurer’s Report – November 2021 Staff recommends that the Board receive and file the Treasurer’s Report for November 2021.

SA-2 Successor Agency to the Dissolved Community Development Commission of the City of Baldwin Park Warrants and Demands Staff recommends that the Board ratify the attached Warrants and Demands Register.

Regular Meeting of 1/19/22 Page 5 of 6

REPORTS OF OFFICERS

10. Designation or Primary and Alternate Representative for the San Gabriel Valley Mosquito and Vector Control District
MOTION: It was moved by Council Member Avila, seconded by Council Member Hernandez to nominate Mayor Estrada as the representative for the San Gabriel Valley Mosquito and Vector Control District. Motion carried by unanimous consent 5/0.

MOTION: It was moved by Mayor Estrada, seconded by Mayor Pro Tem Damian to nominate Council Member Hernandez as the alternate representative for the San Gabriel Valley Mosquito and Vector Control District. Motion carried by unanimous consent 5/0.

11. Consideration of Ordinance of the City of Baldwin Park to Establishing Campaign Contribution Limits and Penalties in Baldwin Park
The City Council requested City Attorney Robert Tafoya bring back the ordinance at a future meeting with modifications requested by the governing body for first reading.

CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS &

COMMUNICATION
 Mayor Estrada requests City Council discussion and direction on City facility air duct upgrades.
 Mayor Estrada requests City Council discussion and direction on Safe Parking Sites.
 Mayor Estrada requests City Council discussion and direction on citywide toilet replacement.
 Mayor Estrada requests City Council discussion and direction on Police Department to start a Ring Distribution Program
 Mayor Estrada requests City Council discussion and direction for the City to work with organizations to expand services to community churches.  Mayor Estrada requests report from Police Department on the status of internal affairs.

Mayor Estrada provided direction to staff to move forward with the projects listed above.

The City Council reconvened into closed session at 9:57 PM.

The City Council reconvened into open session at 11:27 PM.

City Attorney Robert N. Tafoya announced no reportable action was taken.

Regular Meeting of 1/19/22 Page 6 of 6

ADJOURNMENT
There being no other business to discuss, and all other matters having been addressed, a motion was made by Mayor Estrada, seconded by Mayor Pro Tem Damian, to adjourn the meeting at 11:30 PM.

Mayor:

ATTEST: __________________________
Emmanuel J. Estrada, Mayor
Marlen Garcia, City Clerk
APPROVED: ___________________

STAFF REPORT
ITEM NO. ________3_________

TO: Honorable Mayor and Members of the City Council
FROM: Enrique C. Zaldivar, Chief Executive Officer
Laura J. Thomas, Human Resources/Risk Manager

DATE: February 2, 2022
SUBJECT: Claim Rejection

SUMMARY
This report seeks City Council consideration and direction to reject the Claims for Damages to person or property received for filing against the City of Baldwin Park.

RECOMMENDATION
Staff recommends that the City Council reject the following claims and direct staff to send the appropriate notice of rejection to claimant(s):

Ramon David Burgos The claimant alleges stolen property.

Jesus Ruiz Sanchez The claimant alleges dangerous condition of public property.

Chung Ping Wong The claimant alleges dangerous condition of public property.

FISCAL IMPACT
Fiscal impact is unknown at this time.

BACKGROUND
In order for the statute of limitations to begin on the claims received, it is necessary for the City Council to reject the claims by order of motion and that the claimants are sent written notification of said action.

LEGAL REVIEW
This report has been reviewed and approved by the City Attorney as to legal form and content.

ALTERNATIVES
There are no other alternatives for the Council to consider since rejection of the claims is necessary for the Statute of Limitations to begin on the claims received.

ATTACHMENTS
None

STAFF REPORT
ITEM NO. ________4_________
TO: Honorable Mayor and Members of the City Council
FROM: Enrique C. Zaldivar, Chief Executive Officer
Benjamin Martinez, Director of Community Development
DATE: February 2, 2022
SUBJECT: Amendment to the Consultant Services Agreement Between the City of Baldwin Park, and Lorraine Mendez and Associates, Inc.

SUMMARY
The purpose of this report is to request that the City Council consider approving an amendment to the Consultant Services Agreement between the City of Baldwin Park and Lorraine Mendez and Associates, Inc. to complete various planning and reporting requirements per the Department of Housing and Urban Development (HUD) regulations.

RECOMMENDATION
Staff recommends the City Council:

1. Approve an amendment to the Consultant Services Agreement approved as to form by the City Attorney between the City of Baldwin Park and Lorraine Mendez and Associates, Inc., to complete the following items:
a. FY 2019/20 Annual Plan Cares Act Substantial Amendment b. HOME ARP Allocation Plan
c. FY 2022-2023 Annual Action Plan
d. Other HUD Programs Administration tasks including, but not limited to, assistance with HUD Monitoring response, 2021/22 CAPER, etc.; and

2. Direct the Chief Executive Officer and the City Attorney to prepare and execute the amendment with Lorraine Mendez and Associates, Inc.; and

3. Authorize the Director of Finance to appropriate the funds and budget amendment accordingly.

FISCAL IMPACT
The funds for this agreement not to exceed $50,000, are proposed to be funded as follows:

1. CDBG Coronavirus Admin Funds (CDBG-CV) up to $25,000 (account #220-40-470-51101-17050); and

2. CDBG Admin Funds (FY 2021-22) of $3,905 (account #220-40-51101-14700); and

3. HOME ARP Admin Funds up to $21,095 (account #221-40-470-51101-17057).

BACKGROUND
Pursuant to the U.S. Department of Housing and Urban Development (HUD), all state and local governments receiving Federal funds are required to prepare a five-year strategy designed to address the needs of extremely low, low and moderate-income households within the community as well as the completion of an Annual Action Plan to be submitted 45 days prior to the beginning of the fiscal year.

If any substantial changes must be made during the Program Years a Substantial Amendment must be prepared and submitted to HUD. These plans serve as an application for grant funding for Community Development Block Grant (CDBG) and HOME Investment Partnership Act (HOME) funds received by the City. At the end of each fiscal fear the City is also required to submit a Consolidated Annual Performance Evaluation Report (CAPER) to report outputs and outcomes that provides an assessment of the City’s performance.

In addition, due to COVID-19, the City received CDBG Coronavirus (CDBG-CV) funds to address the health and economic challenges brought on by the coronavirus pandemic; and HOME American Rescue Plan (HOME-ARP) funds to assist with production or preservation of affordable housing, tenant based rental assistance, supportive services, homeless prevention services and housing counseling; and the purchase and development of non-congregate shelter units. In order to utilize these funds a comprehensive plan must be submitted to HUD.

DISCUSSION
In August 2021, city staff requested quotes from three consultants to provide professional services for the preparation of the CAPER report. The quotes were requested from MDG Associates, Inc., Jack Wang, and Lorraine Mendez and Associates, Inc. Based on the response, consultants that specialized in HUD programs are scarce and extremely busy due to COVID, Cares Act funds and HOME ARP.

One of the three consultants was able to assist the City.

On August 6, 2021, the City entered into an agreement with Lorraine Mendez and Associates, Inc., under the Director of Community Services’ spending authority for the preparation of the City’s 2020/21 CAPER with the option that if additional services are needed by the City, an amendment to the agreement will be required to add such services.

It has been determined that the services needed will exceed the spending limit for consulting services under the Director of Community Development and Chief Executive Officer’s authority. Therefore, staff recommends amending the current agreement with Lorraine Mendez and Associates, Inc., not to exceed $50,000.

ENVIRONMENTAL IMPACT
There is no environmental impact.

LEGAL REVIEW
The City Attorney has reviewed and approved to form of the report.

ALTERNATIVE
City Council may direct staff with a desired alternative.

ATTACHMENTS

1. Lorraine Mendez and Associates, Inc. Proposal

2. Lorraine Mendez and Associates, Inc. Agreement

CITY OF BALDWIN PARK

PROPOSAL
FOR

PREPARATION OF THE
2019/20 AAP (CARES ACT)
SUBSTANTIAL AMENDMENT ; THE
HOME -ARP ALLOCATION PLAN;
THE 2022/23 ANNUAL ACTION PLAN;

AND OTHER HUD PROGRAM

ADMINISTRATION

Prepared for:

City of Baldwin Park
Community Development Department

January 19, 2022

Prepared by:

Lorraine Mendez & Associates, Inc.
2205 Spyglass Trail W.

Oxnard, CA 93036

⬧ 2205 Spyglass Trail W. , Oxnard CA 93036 ⬧ T: (805) 665 -7310 ⬧ ⬧ E: Lorraine [email protected] ⬧
January 19, 2022

City of Baldwin Park
Community Development Department
ATTN: Ben Martinez, Community Development Director
14403 E. Pacific Avenue
Baldwin Park, CA 91706
DELIVERED VIA EMAIL: [email protected]
[email protected]
[email protected]

SUBJECT: PROPOSAL FOR PREPARATION OF THE CITY OF BALDWIN PARK’S 2019/20 AAP (CARES ACT) SUBSTANTIAL AMENDMENT; HOME -ARP ALLOCATION PLAN ; THE 2022/23 ANNUAL ACTION PLAN ; AND OTHER

HUD PROGRAM ADMINISTRATION AS NEEDED

Dear Mr. Martinez,

Thank you for the opportunity to provide services related to the preparation of above-mentioned subject documents. I am pleased to offer my services based upon extensive experience in providing professional grants administration services, including those re lated to the Community Development Block Grant and Home Investment Partnerships Act . I provide professional and technical services to various cities in Orange and Los Angeles Counties . I assist them with the development and implementation of program activities to ensure they are within HUD compliance.

My consultant services also include the preparation and analysis of reports such as the Annual Action Plan, Consolidated Plan, and Comprehensive Annual Performance and Evaluation Report (CAPER). I ensure that all projects and activities are reported timely and accurately in the Integrated Disbursement and Information System (IDIS).

As principal of Lorraine Mendez & Associates (LM&A), I will maintain responsibility for project management, serve as the primary staff member responsible for preparation of all documents, and coordination with City staff. LM&A is committed to completing all assignments with detail and accuracy and ensuring all projects are on schedule.

All correspondence regarding this proposal can be addressed to:

Lorraine Mendez, Principal
Lorraine Mendez & Associates
2205 Spyglass Trail W.

Oxnard, CA 93036
(805) 665-7310
[email protected]

⬧ 2205 Spyglass Trail W. , Oxnard CA 93036 ⬧ T: (805) 665 -7310 ⬧ ⬧ E: Lorraine [email protected] ⬧

The price indicated in Section 6 – Cost Proposal is valid for 90 days from the date of this letter.

Thank you for your consideration. I look forward to the opportunity to work for the City of Baldwin Park.

Sincerely,

LORRAINE MENDEZ & ASSOCIATES

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 1 SECTION 1 - INTRODUCTION

Lorraine Mendez & Associates, LLC (LMA) has been in operation for over a decade, however Ms.

Mendez has over 20 years of experience working in or alongside municipalities in the administration of HUD programs. Ms. Mendez has been under contract with other jurisdictions over the last 15 years assisting with similar services as is being proposed in Baldwin Park. Ms.

Mendez is currently contracted with the cities of Westminster, Huntington Beach, Anaheim, and Henderson, NV and has contracted with the cities of Huntington Park , Garden Grove, Baldwin Park, El Monte, and Burbank in the past, as well.

It is understood that the City of Baldwin Park is seeking a qualified firm/person(s) to assist staff, on an as-needed basis, with the preparation of the following documents:

1. Substantial Amendment to 2019/20 Annual Action Plan (CARES Act Amendment)

2. 2021/22 HOME-ARP Allocation Plan

3. FY 2022/23 Annual Action Plan

4. Other HUD Program Administration tasks including, but not limited to, assistance with HUD Monitoring response, 2021/22 CAPER, etc.

It is also understood that Baldwin Park currently has staff assigned full-time to the management and administration of these programs; nonetheless, they desire to contract with a competent consultant or firm to prepare the documents for them. LMA has experience in the development of the Annual Action Plan , 5-Year Consolidated Plan, CAPER, and AAP Amendments , IDIS, file management, HUD program policies and procedures, subrecipient monitoring, and other tasks related to the management and implementation of HUD grants, which are available to be provided on an as-needed basis.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 2 SECTION 2 – PROFESSIONAL EXPERIENCE

Lorraine Mendez of Lorraine Mendez & Associates brings over 20 years of professional experience working with local governments – first as an employee in a Community Development Department where she gained knowledge and experience in the fields of Redevelopment, housing, community development, fiscal management, goal setting, and performance trackin g, and as of 2006, as a consultant dealing exclusively with CDBG and HOME entitlement programs.

Lorraine Mendez has been under contract with local jurisdictions over the last 15 years, including the cities of Westminster, Huntington Beach, Anaheim, Garden Grove, Huntington Park, Burbank, Baldwin Park, El Monte, and Henderson, Nevada providing administrative services associated with the HUD Program, more fully described in Section 3 – Qualifications and Resumes. Ms.

Mendez has a B.A. in Economics with a minor in Business Administration from California State University, Northridge.

In Westminster specifically, Ms. Mendez manages the entire CDBG program, and only relies on staff to receive direction, gather needed data, and attend Council meetings. For Westminster’s HOME program, Ms. Mendez prepares environmental review records, subsidy layering review analyses, and affordable housing agreements as needed. Also, a major focus in Westminster has been to improve the overall administration and implementation of the City’s HUD programs as required by HOME and CDBG reg ulations. Ms. Mendez has been successful at addressing program deficiencies and has established improved administrative protocols for activities under the CDBG and HOME programs.

For the Cities of Huntington Beach, Anaheim, and Henderson, Ms. Mendez provides a variety of services on an as -needed basis. Main services provided include the setting up, funding, and maintenance of HUD activities in IDIS; the development and maintenance of Annual Action Plans, Consolidated Annual Performance and Evaluation Reports (CAPER’s), and AAP Amendments (both minor and substantial); analyses of HUD funding availability and timeliness commitment and expenditure of funds; Environmental Review Records; assistance with draws; research and analysis of proposed projects; a ctivity eligibility reviews; development of standardized quarterly reporting for CDBG subgrantees; area benefit analyses; and other tasks as requested.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 3 SECTION 3 – QUALIFICATIONS & RESUMES

Lorraine Mendez & Associate s is qualified to assist with the development of the City’s AAP Substantial Amendments, the HOME-ARP Allocation Plan, the FY 2022/23 Annual Action Plan , and other CDBG and HOME related tasks, as needed. As project principal, Lorraine Mendez will maintain responsibility for ensuring the overall quality of work of her firm and any subcontracted staff (if needed) for this project, and the timeliness of project deliverables.

Over the past 15 years working exclusively as a consultant for cities such as Westminster, Huntington B each, Anaheim, Garden Grove, El Monte, Huntington Park, Burbank, and Henderson, Nv., Ms. Mendez has provided an array of HUD-related services and work products as outlined below and in the resume that follows:

1. CDBG/HOME Programs Administration
a. Develop and Maintain Project Filing System and Checklist, including all necessary eligibility documentation to ensure compliance with HUD and federal cross -cutting requirements.
b. Conduct environmental reviews and prepare environmental review records for all activities in accordance with NEPA and the implementing regulations at 24 CFR Part 58. c. Manage the federal Integrated Disbursement and Information System (IDIS) required to set-up, revise, fund, and report upon accomplishments and beneficiaries for all CDBG and HOME activities.
d. Generate, format, download, and analyze IDIS Reports. e. Prepare agreements for subrecipients (both outside and intradepartmental). f. Assist in department budget preparation and work program. g. Jointly with the Finance Department, assume financial management responsibilities, including preparing draw requests, receipting and drawdown of program income, approving subrecipient payment requests, and monitoring CDBG/HOME expenditures. h. Provide contract administration of CDBG and HOME programs and projects. i. Develop quarterly subrecipient performance reports for quarterly submission. j. Ensure subrecipients submit quarterly reports and conduct desktop monitoring on a quarterly basis.

2. HOME Acquisition/Rehabilitation Program
a. Develop subsidy layering guidelines for rental and owner housing. b. Conduct financial analysis/layering review for Federally assisted residential acquisition and rehabilitation projects.
c. Assist City staff in drafting deal points and affordable housing agreements for federally assisted residential new construction, and acqu isition/rehabilitation projects, and/or review of affordable housing agreements, exhibits, and documents as to compliance with established HUD HOME regulations.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 4 d. Prepare environmental review records for proposed HOME affordable housing projects.

3. Respond to HUD and Single Audit Letters and/or Memorandums as Needed a. Address and rectify all concerns and findings emanating from possible Agency or Federal Single Audit Reports.

4. CDBG and HOME Monitoring
a. Conduct desk and on-site CDBG subrecipient monitoring visits as required by regulation (monitoring typically occurs after the end of the program year). ✓ Prepare appointment letters.
✓ Conduct on -site visit with public service subrecipients, gather needed financial, beneficiary, and other necessary documentation to prepare monitoring report. ✓ Prepare monitoring report outlining subrecipient strengths and weaknesses, concerns, findings, and corrective actions to be taken. ✓ Follow-up with subrecipients on implementation of recommended corrective actions and prepare monitoring close-out letters as needed.
✓ Provide technical assistance to staff and CDBG public service providers as needed. b. Conduct desk and on-site HOME monitoring of affordable housing projects. ✓ Prepare appointment letters to property owners or management. ✓ Schedule on-site inspections to determine compliance with housing, local and state codes.
[Note: City may opt to use Building or Code Enforcement staff to conduct on -site inspections, or Lorraine Mendez & Associates, upon City’s r equest, may perform inspections.]
✓ Conduct on-site monitoring to include review of project documents and tenant files to ascertain project compliance with HOME requirements, e.g. rents, tenant income eligibility, occupancy eligibility, property standards, a ffirmative marketing and fair housing, and lease terms.
✓ Prepare monitoring reports and follow-up correspondence until monitoring close out.

Report will outline strengths and weaknesses, concerns, findings, and corrective actions to be taken.

5. Develop and Maintain HUD Grants Management Policies and Procedures Manual (Program Guidelines)

6. Prepare Annual Action Plans and Amendments to 5-Year Consolidated Plan a. Prepare draft and final Action Plan, amendments to the Action Plan and, if applicable, required amendments to 5-Year Consolidated Plan as needed, oversee public review, and submit to HUD via IDIS pursuant to HUD regulations.

7. Prepare Consolidated Annual Performance and Evaluation Reports (CAPER)

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 5 a. Preparation of draft and final CAPER document, oversight of public review, and submittal to HUD via IDIS pursuant to HUD regulations.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 6 Lorraine M. Mendez
2205 Spyglass Trail W.

Oxnard, CA 93036
(805) 665-7310
[email protected]

SUMMARY OF QUALIFICATIONS
• Twenty years local government experience.
• B.A. degree in Economics with minor in Business Administration.

EMPLOYMENT HISTORY

Principal, Lorraine Mendez & Associates
March 2010 – Present: City of Westminster
May 2013 – Present: City of Huntington Beach
December 2019 – Present: City of Anaheim
December 2020 – Present: City of Henderson, Nevada
March – September 2020: City of Baldwin Park
January 2019 – December 2019: City of El Monte
July 2013 – December 2018: City of Garden Grove
July 2006 – November 2017: City of Huntington Park

• Assist in on-going administration of HUD’s Community Development Block Grant (CDBG) and HOME Investment Partnerships Act (HOME) programs, including:
→ Preparation of Annual Action Plan, Five Year Consolidated Plan, and Consolidated Annual Performance Evaluation Report (CAPER).
→ Preparation of department protocols and procedures.
→ Management of the federal Integrated Disbursement and Information System (IDIS) required to set-up, revise, fund, and report on accomplishments and program beneficiaries for all CDBG and HOME activities.
→ On-site monitoring for, and technical assistance to, each CDBG public service subrecipient to ensure compliance with federal requirements and adherence to the entity’s subrecipient agreement with the City.
→ Assumption of financial management responsibilities, such as preparing draw requests, approving payment requests, and monitoring CDBG/HOME expenditures. → Preparation of CDBG and HOME fiscal budget.
→ Monitoring of City’s HOME -assisted affordable ho using agreements including on -site monitoring of housing projects to ensure compliance with HOME regulations.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 7 → Assistance with special assignments as needed including the development a code enforcement strategy for use of CDBG funding, in-depth auditing of the City’s minor home repair program, and review of staff reports, requests for proposals, and other department reports and correspondence.

Principal, Lorraine Mendez & Associates
July 2012 – 2016: City of Burbank
• Prepared CDBG Procedures Manual as required by HUD.

Sub-Consultant on Various Assignments
January 2007 – May 2009: Cities of Bakersfield, Burbank, Indio, Garden Grove, Santa Clarita
• July 2014 – 2016: Assisted GRC Associates with the development of the City of Bakersfield’s Consolidated Plan, Annual Action Plan, Citizen Participation Plan, and Analysis of Impediments to Fair Housing Choice reports.
• September 2012 – March 2014: Assisted Karen Warner Associates with the development of Burbank’s Consolidated Plan using the new eCon Planning Suite, and the Analysis of Impediments to Fair Housing Choice reports.
• January 2009 – May 2009: Assisted Castaneda & Assoc with development of Indio’s 2009 - 2013 Consolidated P lan and 2009 -2010 Annual Action Plan using both a written plan submission and HUD’s Consolidated Plan Management Process (CPMP). • August 2008 – February 2009 : Assisted Solomon & Associates with the monitoring of affordable housing agreements of the Garden Grove Redevelopment Agency to ensure compliance with Federal HOME regulations.
• January 2007 – June 2007: Drafted City of Santa Clarita’s 2007 Annual Action Plan.

Administrative Analyst II
October 2000 – June 2005: Community Development Department, City of Burbank • Division manager for Community Development Department Administration Division • Coordinated budget for Department including General Fund, Special Revenue, Housing Authority, Redevelopment, CDBG, HOME, and CIP funds.
• Chaired the Budget Action Team (BAT), an intra -divisional committee responsible for recommending cost-reduction plans to include streamlining business processes, increasing revenues, and finding technological solutions to common business practices. • Prepared Housing and Redevelopment Division budget for 3 fiscal years. • Assisted in preparation of Annual HCD Report, Implementation Plan, State Controllers Report and other State and Federal mandated reports including gathering census data on population, ethnicity, households, housing occupancies, and income demographics.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 8 SECTION 4 – KEY PERSONNEL

Lorraine Mendez & Associates is proposing to provide one staff person for the development of the aforementioned Substantial Amendments, HOME-ARP Allocation Plan, FY 2022/23 Annual Action Plan, and other tasks as required. Should additional support be needed, LM&A is able to provide supplementary staffing to assist with the contract services.

Ms. Mendez will assume responsibility for requested assignments pursuant to the scope of work with reliance on city staff to perform administrative support functions , such as p ublic and community meetings and presentations related to the adoption of the Plans. Ms. Mendez will provide all written Plans, staff reports, and public notices.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 9 SECTION 5 – CLIENT REFERENCES

References for Lorraine Mendez
City of Westminster

Contact Information: Alexa Smittle, (714) 548-3674, [email protected]

Description of Services Provided : Management and implementation of CDBG and HOME programs, including entire scope of services listed in this proposal.

Dates of Work Performed: 2010 to Present

City of Huntington Beach

Contact Information: Ursula Luna-Reynosa, Director of Community Development, (714) 374-1519. [email protected]

Description of Services Provided : Annual Action Plan, CAPER, Amendments, IDIS, CDBG Monitoring, Environmental Review Records, Technical Assistance.

Dates of Work Performed: 2013 to Present

City of Anaheim

Contact Information : Albert Ramirez, Project Manager , (714) 765-4300 ext. 4826, [email protected]

Description of Services Provided: Assistance with CDBG, HOME, ESG, and HOPWA

Dates of Work Performed: March 2020 to Present

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 10 SECTION 6 – COST PROPOSAL

Lorraine Mendez & Associates, LLC proposes to provide requested services set forth in this proposal up to the contract price not to exceed $50,000, plus reimbursable expenses. Pursuant to the City’s request, additional services are available and can be provided at an hourly rate, by an amendment to the original contract to add such services, or under a separate contact for such services.

Personnel Hourly Rate Average Weekly Hours
Lorraine Mendez $120/hour As Needed to complete
Substantial
Amendments, HOME-
ARP Allocation Plan, and
other tasks as needed.

Lorraine Mendez $10,000 fixed fee for FY
2022/23 Annual Action
Plan

Lorraine Mendez $9,500 fixed fee for FY
2021/22 CAPER

The Consultant will not bill for overhead. The following expenses directly attributable to work performed under this agreement shall be reimbursed at cost:

• Contract management necessary to manage, assign, review, invoice, etc. work performed by subcontractors at City’s request. Typical time allotted to such tasks is approximately 4 hours per month.
• Printing and reproduction costs associated with document reproduction. • Mileage expenses at IRS rate, currently $.56 per mile; rate to be updated as necessary. • Other expenses related to document preparation.

Any subcontractors brought on to serve under contract with Lorraine Mendez & Associates will serve as independent contractors, not Lorraine Mendez & Associates’ employees. Subcontractors and Lorraine Mendez agree to the following rights consistent with an independen t contractor relationship:

• Subcontractors have the right to perform services for others during the term of the Agreement.
• Subcontractors have the right to control and direct the means, manner and method by which the services required by the Agreement will be performed. • Lorraine Mendez & Associates shall not require Subcontractor to devote full time to performing the services required by the Agreement.
• Subcontractor is not eligible to participate in any employee pension, health, vacation pay, sick pay or other fringe benefit plan of Lorraine Mendez & Associates.

City of Baldwin Park| Proposal for Substantial Amendments and 2022 AAP 11 • Subcontractors shall pay all income taxes and FICA (Social Security and Medicare taxes) incurred while performing under the Agreement.
• Subcontractors will maintain independent insurance as required by the City.

Authorized Signature:

Type Name: Lorraine M. Mendez

Title: Principal

Date: January 19, 2021

STAFF REPORT
ITEM NO. ________5________
7TO: Honorable Mayor and Members of the City Council
FROM: Sam Gutierrez, Director of Public Works
DATE: February 2, 2022
SUBJECT: Introduction of Ordinance No. 1467 “An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 73 of the Baldwin Park Municipal Code Relating to Speed Limits on Certain Streets”

SUMMARY
The purpose of this report is to request that the City Council consider an ordinance which would adopt speed limits on city streets that are recommended in the 2021 Engineering and Speed Survey Study by amending Chapter 73 of the Baldwin Park Municipal Code.

RECOMMENDATION
Staff recommends that City Council introduce for first reading, by title only, Ordinance No. 1467 entitled, “An Ordinance of the City Council of the City of Baldwin Park, California, amending Chapter 73 of the Baldwin Park Municipal Code relating to speed limits on certain streets” and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting.

FISCAL IMPACT
There is no fiscal impact with the adoption of Ordinance No. 1467.

BACKGROUND
Posted speed limits on city streets are regulated by the California Vehicle Code and other State requirements. California Vehicle Code Sections 22357 and 22358 provide those local entities may declare apparent speed limits of more than 25 miles per hour on City streets. To be responsive and have speed limits that are appropriate and legally defensible, the State requires a study, also referred to as a “speed survey”, be conducted every five years consistent with Vehicle Code Section 627. The prior study was completed and adopted in 2016 and therefore a new study must now be considered.

In May 2021, a Citywide Engineering and Traffic Survey was completed by Infrastructure Engineers which included collection of data and analysis of 58 roadway segments. This latest study was initiated in anticipation of the expiration of the previous study. The new study’s results are herein summarized.

The latest study considers actual vehicle counts and speeds for each roadway segment and recommends changes to speed limits. If the study is approved, the City may post and enforce the speed limits.

DISCUSSION
The study’s data collection, analysis and recommendations are based on standardized traffic engineering practice and must follow the guidelines set by Manual of Uniform Traffic Control Devices (MUTCD). In general, the speed survey measures and documents the traffic speed at each segment. A speed limit change is considered if the 85 th percentile of the measured speeds is different from the posted or prior approved speed limit.

Minor differences may be explained and can be disregarded, but usually a difference of 5 miles per hour or greater is carefully evaluated against historical limits at that location, and against current land use, adjacent segment speed limits, street geometry, and accident history. Considerations to establish speed limits include:
 Continuity of street segments
 School safety
 Pedestrian Crossings
 Street Geometry
 Street Classification
 Number of collisions
Also considered was the City’s traffic safety master plan which helped identify changes in roadway characteristics and surrounding land uses. If an unsafe condition was identified, changes in traffic controls would be considered.

The speed survey recommendations are summarized on Attachment “2” and essentially validate the changes for the increase or decrease of posted speed limits citywide.

The speed survey revealed that out of 58 roadways studied, 49 have adequate speed limits, therefore, no changes in speed limit were recommended. Nine (9) locations were recommended for speed limit modifications as follows:

Location Limit Change Speed Limit (MPH)
Center Street Olive Street to Los Angeles Street Increase From 30 to 35 Center Street Los Angeles Street to Ramona Boulevard Increase From 30 to 35 Francisquito Avenue Ramona Boulevard to Frazier Street Increase From 35 to 40 Merced Ave Olive Street to Los Angeles Street Increase From 35 to 40 Olive Street West City Limits to Baldwin Park Boulevard Increase From 30 to 35 Olive Street Baldwin Park Boulevard to East City Limits Increase From 30 to 35 Vineland Avenue South City Limits to Merced Avenue Increase From 30 to 35 Pacific Avenue Ramona Boulevard to Big Dalton Avenue Decrease From 40 to 35 Pacific Avenue Big Dalton Avenue to South City Limit Decrease From 40 to 35 The adoption of the study’s recommendations would allow for proper police enforcement activities to be upheld in court. Without a current speed survey speeding tickets could be overturned in court.

LEGAL REVIEW
This report has been reviewed and approved by the City Attorney as to legal form and content.

ALTERNATIVE
The City Council could choose not to adopt this ordinance which would result in speed limits not being changed to reflect the recommendations of the Engineering and Traffic Survey and Study. Not changing the speed limits to reflect the recommendations of the Engineering and Traffic Survey and Study would preclude the use of radar by Police in enforcing those speed limits.

ATTACHMENTS

1. Ordinance No. 1467

2. Speed Survey Summary Table

3. Existing / Proposed Conditions Map

4. Speed Survey Report
ORDINANCE NO. 1467

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK AMENDING CHAPTER 73 OF THE BALDWIN PARK

MUNICIPAL CODE RELATING TO SPEED LIMITS ON CERTAIN

STREETS
WHEREAS, the City Council of the City of Baldwin Park desires to maintain the highest level of traffic safety on city streets; and
WHEREAS, California Vehicle Code Sections 22357 and 22358 provide that local entities may declare prima facie speed limits of more than 25 miles per hour on City streets on the basis of an engineering and traffic survey; and WHEREAS, the City Council has previously authorized the establishment of Chapter 73 of the Baldwin Park Municipal Code to establish and therefore enable the legal enforcement of speed limits on city streets; and
WHEREAS, the City Council, from time to time as set forth by the rules and regulations of the State, re-established or revises the speed limits as may be necessary for the safe movement of vehicles and pedestrians based upon an Engineering and Traffic Survey.

NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BALDWIN PARK, CALIFORNIA, AS FOLLOWS:

SECTION 1. The City Council of the City of Baldwin Park finds and declares that an Engineering and Traffic Survey and Study has been completed in full compliance with the requirements of the California Vehicle Code.

SECTION 2. The Baldwin Park Municipal Code, Chapter 73, is hereby amended by replacing Schedule II - Speed Limits - in its entirety, with the Schedule shown in Exhibit “A” based upon the findings and recommendations of the Engineering and Traffic Survey conducted by the City.

SECTION 3. The City Clerk shall certify to the passage of this Ordinance and shall have it published in accordance with the provisions of state law.

SECTION 4. This ordinance shall take effect and be in full force thirty (30) days from and after its final adoption.

First read at a regular meeting of the City Council of the City of Baldwin Park held on the 2nd day of February, 2022, and adopted and ordered published at a regular meeting of said Council on the ____ day of ________, 2022.

APPROVED, PASSED, AND ADOPTED this ___ day of ________ , 2022.

EMMANUEL J. ESTRADA
MAYOR
ATTEST:

STATE OF CALIFORNIA
COUNTY OF LOS ANGELES ss.

CITY OF BALDWIN PARK
I, Marlen Garcia, Deputy City Clerk, of the City of Baldwin Park, do hereby certify that the foregoing Ordinance No. 1467 was introduced at a regular meeting of the City Council held February 2, 2022 and was adopted by the City Council at its regular meeting held on , 2022 by the following vote of the Council:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:

MARLEN GARCIA

CITY CLERK
Exhibit “A”

SCHEDULE II
No.

Limits
From To Speed
Badillo St. 1 Ramona Blvd. East City Limit 40
Baldwin Park
Blvd. 2 Live Oak Ave. Olive St. 40
3 Olive St. Los Angeles St. 40
4 Los Angeles St. Ramona Blvd. 40
5 Ramona Blv. Merced Ave. 40
6 Merced Ave. Francisquito Ave. 40
7 Francisquito Ave. I-10 40
8 I-10 South City Limit 40
Bess 9 I-10 Baldwin Park Blvd. 30
10 Syracuse Ave. Frazier St. 25
Big Dalton 11 Pacific Ave. I-10 30
Center St. 12 Olive St. Los Angeles St. 35
13 Los Angeles St. Ramona Pkwy 30
Commerce Dr. 14 Rivergrade Rd. Live Oak Ave. 40
Francisquito
Ave. 15 Ramona Blvd. Frazier St. 40
16 Frazier St. Baldwin Park Blvd. 35
17 Baldwin Park Blvd. South City Limit 35
Frazier 18 Bess Ave. Francisquito Ave. 35
Harlan Ave. 19 Los Angeles St. Ramona Blvd. 25
Live Oak Ave. 20 Rivergrade Rd. Baldwin Park Blvd. 45
Los Angeles St. 21 West City Limit Center St. 40
22 Center St. Maine Ave. 40
23 Maine Ave. East City Limit 40
Maine Ave 24 Arrow Hwy Olive St. 35
25 Olive St. Los Angeles St. 35
26 Los Angeles St. Ramona Blvd. 35
27 Pacific Ave. Merced Ave. 35
28 Merced Ave. Francisquito Ave. 35
Merced Ave. 29 Olive St. Los Angeles St. 35
30 Los Angeles St. Ramona Blvd. 35
31 Ramona Blvd. Baldwin Park Blvd. 35
32 Baldwin Park Blvd. Vineland Ave. 35
Merced Ave. 33 Vineland Ave. Puente Ave. 35
Olive St. 34 West City Limit Baldwin Park Blvd. 35
35 Baldwin Park Blvd. East City Limit 35
Pacific Ave. 36 Ramona Blvd. Big Dalton Ave. 35
37 Big Dalton Ave. South City Limit 35
Puente Ave. 38 South City Limit Merced Ave. 40
39 Merced Ave. Root St. 40
40 Root St. Ramona Blvd. 30
Ramona Blvd. 41 I-605 Francisquito Ave. 40
42 Francisquito Ave. Merced Ave. 40
43 Merced Ave. Baldwin Park Blvd. 40
44 Baldwin Park Blvd. Badillo St. 35
45 Badillo St. East City Limit 35
Rivergrade Rd. 46 Brooks Dr. Live Oak Ave. 40
Root St. 47 Puente St. East City Limit 40
Stewart Ave. 48 Live Oak Ave. Olive St. 30
49 Olive St. Los Angeles St. 30
50 Los Angeles St. Ramona Blvd. 30
Syracuse Ave. 51 Bess Ave. Ramona Blvd. 30
Vineland Ave. 52 South City Limit Merced Ave. 35
53 Merced Ave. Pacific Ave. 30
54 Pacific Ave. Badillo St. 30
City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Table 3: Speed Survey Summary

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Result
1 Badillo St Ramona Blvd to East City Limit 0.56 14,588 45 40 40 JUSTIFIED 2 Baldwin Park Blvd Live Oak Ave to Olive St 0.50 7,907 46 40 40 JUSTIFIED 3 Baldwin Park Blvd Olive St to Los Angeles St 0.48 11,670 43 40 40 NO CHANGE 4 Baldwin Park Blvd Los Angeles St to Ramona Blvd 0.43 12,844 41 40 40 NO CHANGE 5 Baldwin Park Blvd Ramona Blvd to Merced Ave 0.55 14,529 41 40 40 NO CHANGE 6 Baldwin Park Blvd Merced Ave to Francisquito Ave 0.66 17,775 44 40 40 JUSTIFIED 7 Baldwin Park Blvd Francisquito Ave to I-10 0.34 21,948 38 40 40 NO CHANGE 8 Baldwin Park Blvd I-10 to South City Limit 0.36 25,696 37 40 40 NO CHANGE 9 Bess Ave I-10 to Baldwin Park Blvd 0.32 7,337 31 30 30 NO CHANGE 10 Bess Ave Syracuse Ave to Frazier St 0.48 3,411 30 25 25 JUSTIFIED 11 Big Dalton Ave Pacific Ave to I-10 1.00 3,361 39 25 25 JUSTIFIED 12 Center St Olive St to Los Angeles St 0.48 1,690 38 30 35 INCREASED 13 Center St Los Angeles St to Ramona Blvd 0.65 922 35 30 35 INCREASED 14 Commerce Dr Rivergrade Rd to Live Oak Ave 0.61 1,545 37 40 40 NO CHANGE 15 Francisquito Ave Ramona Blvd to Frazier St 0.48 10,732 43 35 40 INCREASED 16 Francisquito Ave Frazier St to Baldwin Park Blvd 0.34 14,339 40 35 35 JUSTIFIED 17 Francisquito Ave Baldwin Park Blvd to South City Limit 0.53 26,371 34 35 35 NO CHANGE 18 Frazier St Bess Ave to Francisquito Ave 0.71 5,500 38 35 35 NO CHANGE 19 Harlan Ave Los Angeles St to Ramona Blvd 0.72 3,510 37 25 25 JUSTIFIED 20 Live Oak Ave Rivergrade Rd to Baldwin Park Blvd 0.55 28,483 43 45 45 NO CHANGE 21 Los Angeles St West City Limit to Center St 0.36 19,604 43 40 40 NO CHANGE 22 Los Angeles St Center St to Maine Ave 1.00 14,269 39 40 40 NO CHANGE 23 Los Angeles St Maine Ave to East City Limit 0.39 9,066 41 40 40 NO CHANGE 24 Maine Ave Arrow Hwy to Olive St 0.49 7,966 38 35 35 NO CHANGE 25 Maine Ave Olive St to Los Angeles St 0.49 11,302 33 35 35 NO CHANGE 26 Maine Ave Los Angeles St to Ramona Blvd 0.36 14,824 32 35 35 NO CHANGE 27 Maine Ave Pacific Ave to Merced Ave 0.73 3,564 38 35 35 NO CHANGE 28 Maine Ave Merced Ave to Francisquito Ave 0.68 5,663 37 35 35 NO CHANGE 29 Merced Ave Olive St to Los Angeles St 0.50 3,544 45 35 40 INCREASED 30 Merced Ave Los Angeles St to Ramona Blvd 0.60 7,133 37 35 35 NO CHANGE 31 Merced Ave Ramona Blvd to Baldwin Park Blvd 0.36 8,452 38 35 35 NO CHANGE 32 Merced Ave Baldwin Park Blvd to Vineland Ave 0.36 13,176 35 35 35 NO CHANGE 33 Merced Ave Vineland Ave to Puente Ave 0.34 12,216 36 35 35 NO CHANGE 34 Olive St West City Limit to Baldwin Park Blvd 0.73 3,876 39 30 35 INCREASED 35 Olive St Baldwin Park Blvd to East City Limit 1.23 7,065 41 30 35 INCREASED City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Table 3: Speed Survey Summary (Continued)

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Result
36 Pacific Ave Ramona Blvd to Big Dalton Ave 0.43 17,905 37 40 35 DECREASED 37 Pacific Ave Big Dalton Ave to South City Limit 0.36 18,588 36 40 35 DECREASED 38 Puente Ave South City Limit to Merced Ave 0.76 25,191 43 40 40 NO CHANGE 39 Puente Ave Merced Ave to Root St 0.87 12,031 42 40 40 NO CHANGE 40 Puente Ave Root St to Ramona Blvd 0.51 4,815 35 30 30 JUSTIFIED 41 Ramona Blvd I-605 to Francisquito Ave 0.70 27,738 40 40 40 NO CHANGE 42 Ramona Blvd Francisquito Ave to Merced Ave 0.96 20,438 43 40 40 NO CHANGE 43 Ramona Blvd Merced Ave to Baldwin Park Blvd 0.45 24,456 39 40 40 NO CHANGE 44 Ramona Blvd Baldwin Park Blvd to Badillo St 0.56 19,038 33 35 35 NO CHANGE 45 Ramona Blvd Badillo St to East City Limit 0.42 5,576 42 35 35 JUSTIFIED 46 Rivergrade Rd Brooks Dr to Live Oak Ave 0.74 10,542 51 45 45 JUSTIFIED 47 Root St Puente St to East City Limit 0.33 6,146 41 40 40 NO CHANGE 48 Stewart Ave Live Oak Ave to Olive St 0.48 3,971 37 30 30 JUSTIFIED 49 Stewart Ave Olive St to Los Angeles St 0.48 2,254 34 30 30 JUSTIFIED 50 Stewart Ave Los Angeles St to Ramona Blvd 0.52 2,255 33 30 30 NO CHANGE 51 Syracuse Ave Bess Ave to Ramona Blvd 0.49 3,745 35 30 30 JUSTIFIED 52 Vineland Ave South City Limit to Merced Ave 0.91 5,858 39 30 35 INCREASED 53 Vineland Ave Merced Ave to Pacific Ave 0.67 4,609 37 30 30 JUSTIFIED 54 Vineland Ave Pacific Ave to Badillo St 0.41 3,524 36 30 30 JUSTIFIED 55 Bogart Ave Pacific Ave to Ramona Blvd 0.20 1,202 31 NP 25 JUSTIFIED 56 Downing Ave Pacific Ave to Ramona Blvd 0.25 1,571 34 NP 25 JUSTIFIED 57 Frazier St/Dalewood St Judith St to Baldwin Park Blvd 0.51 5,983 32 NP 25 JUSTIFIED 58 Garvey Ave Syracuse Ave to Tracy St 1.16 2,380 31 NP 25 JUSTIFIED General Calming Measures
Reducing the 85 th percentile speed may be accomplished by implementing calming measures that reduce the speed of the motorists. There are a wide variety of calming measures that can be implemented on a segment to reduce the 85 th percentile speed. Some examples of calming measures are curb extensions, chicanes, roundabouts, traffic circles, raised median, di verters, radar speed feedback signs, and speed humps. However, it should be noted that a calming measure may only be recommended and placed after a thorough investigation of the current geometric conditions and analyzing the level of service (LOS) of each segment by the engineer.

As a result, a separate study must be implemented for each segment to warrant a specific calming measure to be placed.

2 DATE:10/01/21
INFRASTRUCTUREENGINEERS3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100Fax: (714) 940-0700www.infrastructure-engineers.comAPENDIX "D"EXISTING RADAR SPEED ZONE MAPDESIGNED BY:S.Nadalizadeh 1 INFRASTRUCTUREENGINEERS
LIVE OAK AVE.IRWINDALE HWY
OLIVE ST.

LOS ANGELES ST.

RAMONA BLVD. RAMONA BLVD.SYRACUSE AVE.

PUENTE AVE.BIG DALTON AVE.VINELAND AVE.

FRAZIER ST.

BALDWIN PARK BLVD.

MAINE AVE.

FRANCISQITO AVE.

BALDWIN PARK BLVD.

STEWART AVE.

CENTER ST.BADILLO ST.PUENTE AVE.

HARLAN ST.

GARVEY AVE.

MERCED AVE.

AZUSA CANYON RD.

MAINE AVE.LEGEND:

ROOT ST.

DALWOOD ST.

BESS AVE
PACIFIC AVE.

RIVERGRADERD.COMMERCE DR.

BOGART AVE.DOWNEY AVE.
2 DATE:10/01/21
INFRASTRUCTUREENGINEERS3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100Fax: (714) 940-0700www.infrastructure-engineers.comAPENDIX "D"PROPOSED RADAR SPEED ZONE MAPDESIGNED BY:S.Nadalizadeh 2 INFRASTRUCTUREENGINEERS
LIVE OAK AVE.IRWINDALE HWY
OLIVE ST.

LOS ANGELES ST.

RAMONA BLVD. RAMONA BLVD.SYRACUSE AVE.

PUENTE AVE.BIG DALTON AVE.VINELAND AVE.

FRAZIER ST.

BALDWIN PARK BLVD.

MAINE AVE.

FRANCISQITO AVE.

BALDWIN PARK BLVD.

STEWART AVE.

CENTER ST.BADILLO ST.PUENTE AVE.

HARLAN ST.

GARVEY AVE.

MERCED AVE.

AZUSA CANYON RD.

MAINE AVE.LEGEND:

ROOT ST.

DALWOOD ST.

BESS AVE
PACIFIC AVE.

RIVERGRADERD.COMMERCE DR.

BOGART AVE.DOWNEY AVE.
3060 Saturn Street, Suite 250
Brea, CA 92821
Tel.: (714) 940-0100
Fax: (714) 940-0700
www.infrastructure-engineers.com

October 6, 2021

Mr. Sam Gutierrez
Director of Public Works
City of Baldwin Park
14403 Pacific Avenue
Baldwin Park, CA 91706

Subject: Citywide Speed Zone Survey and Speed Limit Study

Dear Mr. Gutierrez
Infrastructure Engineers (IE) is pleased to provide this citywide speed zone survey and speed limit study pursuant to a request from the City of Baldwin Park. This report documents the findings of our investigation.

Should you have any questions or comment s, please do not hesitate to contact Shawn Mousavi at (714) 940-0100, ext. 5226, [email protected] or you may contact me by phone at (714) 940- 0100, or email at [email protected]
Sincerely,
Infrastructure Engineers

Amir Farahani, P.E, T.E.

Principal Traffic Engineer

Attachments: Citywide Speed Zone Survey and Speed Limit Study

CITYWIDE SPEED ZONE SURVEY AND SPEED LIMIT STUDY
(ENGINEERING AND TRAFFIC SURVEY)

PREPARED FOR:

CITY OF BALDWIN PARK

PREPARED BY:

3060 Saturn Street, Suite 250
Brea, California 92821
(714) 940-0100

Under the Supervision of
Amir Farahani, P.E., T.E.

Principal Traffic Engineer

Project No. 1020.105

Date: October 6, 2021

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

TABLE OF CONTENTS
Certification ............................................................................................................................ ii Summary ............................................................................................................................... 1 Background ........................................................................................................................... 1 Engineering and Traffic Survey ............................................................................................ 2 Maximum Speed Limit .......................................................................................................... 3 Prima Facie Speed Limits (CVC 22352) .............................................................................. 3 Intermediate Speed Zones ................................................................................................... 4 Speed Zoning Procedures .................................................................................................... 4 Definitions ............................................................................................................................. 8 Local Street Exceptions (CVC 40802) .................................................................................. 8 Other Considerations ............................................................................................................ 8 CVC 22358.3 ........................................................................................................................ 9 Speed Survey Data - Procedures Used for the Speed Survey Program ............................. 9 Roadway Conditions ........................................................................................................... 10 Speed Limit Posting ............................................................................................................ 10 Collision Data ...................................................................................................................... 11 Procedures Used for Collision Data Collection .................................................................. 11 Procedures Used for Collision Rate ................................................................................... 11 Table 1: Statewide Travel and Collision Rates for California State Highways .................. 11 Table 2: Collision Data Summary ....................................................................................... 12 Table 2: Collision Data Summary (Continued) ................................................................... 13 Survey Results and Recommendation ............................................................................... 14 Table 3: Speed Survey Summary ....................................................................................... 15 Table 3: Speed Survey Summary (Continued) .................................................................. 16 General Calming Measures ................................................................................................ 16 Table 4: Survey Supports Current Posted Speed Limit – No Change ............................... 17 Table 4: Survey Supports Current Posted Speed Limit – No Change (Continued) ........... 18 Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justified....................... 19 Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justified (Continued) .. 20 Table 6: Survey Speeds Differ from Posted Speed, Limit Must be Increased ................... 21 Table 7: Survey Speeds Differ from Posted Speed, Limit Must be Decreased ................. 21 Appendix “A” Spot Speed Survey Data Sheets and Average Daily Traffic Counts ............. A Appendix “B” Engineering and Traffic Survey Sheets .......................................................... B Appendix “C” Collision Data ................................................................................................. C Appendix “D” Existing and Proposed Radar Speed Zone Map............................................ D City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

ii
Certification

I, Amir Farahani, do hereby certify that this citywide speed zone survey and speed limit study was performed under my supervision for the City of Baldwin Park and is accurate and complete. I certify that I am both experienced in performing studies of this type and duly registered in the State of California as a Professional Civil and Traffic Engineer.

_________________________
Amir Farahani, P.E., T.E.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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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 Baldwin Park arterial , collector, and residential street network. The study will provide recommendations to verify, increase , or decrease posted speed limits within existing city boundaries based on the data and the survey results.

A total of 58 survey locations were selected , and spot speed surveys wer e conducted by City Traffic Counters (CTC) at 58 locations in conformance with State law for establishing speed limits.

The majority of the 58 segments have the necessary justifications to support current posted speed limits as previously adopted and poste d. 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 for the City’s enforcement agency to enforce speed limits with radar. The process involves the review of existing posted speed 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 (speed survey).

The Baldwin Park Police Department performs the City of Baldwin Park’s enforcement of speed limits on City roadways. The enforcement of speed limits and response to speed ‐related issues is primarily using 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.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Engineering and Traffic Survey
The method prescribed by the latest California Vehicle Code and the California Manual of Uniform Traffic Control Devices (CAMUTCD) is performance of an Engineering and Traffic Survey. The definition of an “Engineering and Traffic Sur vey” is contained in section 627 of the California Vehicle Code and is presented in the shaded Figure 1 box that follows:

Figure 1. Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

The California Vehicle Code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally 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 shown in Figure 2:

Figure 2. Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

Engineering and Traffic Survey
(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 n ecessary 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 po rtion 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 longe r 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.

Figure 1. Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

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.

Figure 2. Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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This law recognizes that driving conditions vary widely from time ‐to‐time and place ‐to‐place; therefore, no set or fixed driving rules will adequately serve all conditions. The motorists will 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 founded on the belief that most motorists can modify their driving behavior properly if 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 fac t 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 b lind 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 in route 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 as shown in Figure 3, Figure 4, and Figure 5. 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.

Figure 3. (Enacted by Stats. 1959, Ch. 3.)
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 business, 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 above ratio of buildings in use for business to the length of the highway exists.

Figure 3. (Enacted by Stats. 1959, Ch. 3.)
City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Figure 4. (Enacted by Stats. 1959, Ch. 3.)
Figure 5. (Enacted by Stats. 1959, Ch. 3.)
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 enfor ced 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. 13 Speed Limit Sign (R2-1) specifies a method for providing an Engineering and Traffic survey of speed limits on City and County roadways and Local Streets. It is excerpted in Figure 6, Figure 7, and Figure 8 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.

Figure 4. (Enacted by Stats. 1959, Ch. 3.)
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 13 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 o r more separate dwelling houses or business 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.

Figure 5. (Enacted by Stats. 1959, Ch. 3.)
City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Figure 6. Section is referencing CA-MUTCD on page 136.

California MUTCD excerpts PG 136
2014 Edition Revision 6 (March 30, 2021)
Engineering and Traffic Survey (E&TS)
Support:
24 CVC Section 627 defines the term “Engineering and traffic survey” and lists its requirements.

Standard:
25 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:
26 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. 27 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. Only one person is required for the field work. Speeds should be read directly from a radar or other electronic speed measuring devices; or,

C. Devices, other than radar, capable of accurately distinguis hing 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 b e required, with separate measurements for each section.

Locations for measurements 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 w eekdays. 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 in 10 mph increments except in urban areas where 5 mph increments are preferable.

L. Speed zoning should be coordinated with adjacent jurisdictions.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Support:
28 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:
29 When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:

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 h as the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph 1 or 2 above.

B. Pedestrian and bicyclist safety.
30 The following two methods of conducting E&TS may be used to establish speed limits:

1. State Highways ‐ The E&TS for State highways is made under the direction of the Caltrans District Traffic Engineer. The data includes:
a. One copy of the Example of Speed Zone Survey Sheet (See Figure 2B‐101(CA)) showing:
• A north arrow
• Engineer's station or post mileage
• Limits of the proposed zones
• 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
• 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. City and County Through Highways, Arterials, Collector Roads and Local Streets. a. The short method of speed zoning is based on the premise that a reasonable speed limit is one that

Figure 7. Section is referencing CA-MUTCD on page 136-137.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Other factors that need to be considered include but are not limited to: the most recent two‐year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks.

b. Determination of Existing Speed Limits – Figure 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.

31. In most situations, the short form for local streets and roads will be adequate; however, the procedure used on State highways may be used at the option of the local agency.

Guidance

32. The factors justifying a reduction below the 85 th percentile speed for the posted speed limit are the same factors mentioned above. Whenever such factors are considered to establish the speed limit, they should be documented on the speed zone survey or the accompanying engineering report.

33. 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 at 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 reasonable majority of drivers.

Support:

34. Generally, the most decisive evidence of conditions not really apparent to the driver surfaces in collision histories

35. 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 (See 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 cons idered reasonable and prudent. Speed limits below the 85th percentile do 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.

36. 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 considers 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:

37. 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:

38. Speed zones of less than 0.5 miles and short transition zones should be avoided.

Figure 8. Section is referencing CA-MUTCD on page 137-138.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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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 85the percentile speed are generally 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 that segment of roadway. This analysis has utilized the expected collision rates published by Caltrans in the “2010 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 more than 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 do 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 of a 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 cond itions 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.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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CVC 22358.3
Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

Speed Survey Data - Procedures Used for the Speed Survey Program To identify the speed characteristics of vehicular traffic on the street system in Baldwin Park, a spot speed survey program was performed. Locations were selected on arterial , collector, and residential streets as designated by the City of Baldwin Park. Sufficient spot speed s urvey locations were selected to obtain a speed profile on each roadway.

CTC accomplished the spot speed survey data and average daily traffic (ADT) collection. The summary of the spot speed data and ADT counts are shown in Appendix “A”. In order to ensure the creditability of vehicular speed analysis, the following guidelines were adhered to in the spot speed survey field data collection:

1. 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 were unmarked, and emphasis was placed on locating them in an inconspicuous location.

2. Measurements were made at sufficient distance from intersections where signals or other control devices could affect normal operating speeds.

3. 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.

4. The data was recorded on the “Radar Speed Meter – Data and Analysis Forms.”

5. 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.

6. 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.

7. The traffic conditions during the period of measurement were re presentative of normal traffic conditions.

The speed measured is established during non-peak hour to represent motorists speed during free flow. The 85th percentile shall represent the motorists speed during free flow movement and normal traffic conditions.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Roadway Conditions
Field reviews of the roadways in the City of Baldwin Park 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 “B.”
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 as shown in Figure 9.

Figure 9. Speed limit standards are referencing Section 2B.13 of the CA-MUTCD.

• 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. Baldwin Park 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. The City of Baldwin Park has adopted a policy to add pavement markings to key traffic control signs.

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

03 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.

04 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.

Figure 9. Speed limit standards are referencing Section 2B.13 of the CA-MUTCD.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Collision Data
Procedures Used for Collision Data Collection
The data collection for collisions for each roadway segment was selected from the Statewide Integrated Traffic Records System (SWITRS) annual collision report for a duration of a three-year period. 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 (3 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 (3 years = 1,095)
Counts were taken during summer, which may lead to a lower ADT value s. As a result, the calculated collision rat es may be perceived higher than if the ADT were taken during a school day. ADT does not affect 85th percentile speed.

To evaluate the collision pattern of each street segment, the calculated rates were compared to the expected collision rates provided from Caltrans in Table 1. The number of collisions, expected collision rates, and calculated collision rates are summarized in Table 2.

Table 1: Statewide Travel and Collision Rates for California State Highways Roadway Type: Urban Expected Collision Rate*
2 and 3 Lanes 0.96
4 Lane (Divided) 1.19
4 Lane (Undivided) 1.13
6 Lane (Divided) 1.18
6 Lane (Undivided) 1.28
*Source: 2018 collision data on California state highways published by California Department of Transportation

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Table 2: Collision Data Summary

No.

Street

Segment Class

Length
in
Miles

ADT

Number
of
Collisions

Expected
Collision
Rate

Calculated
Collision
Rate
1 Badillo St Ramona Blvd to East City Limit Arterial 0.56 14,588 6 1.19 0.67 2 Baldwin Park Blvd Live Oak Ave to Olive St Arterial 0.50 7,907 1 1.19 0.23 3 Baldwin Park Blvd Olive St to Los Angeles St Arterial 0.48 11,670 5 1.19 0.82 4 Baldwin Park Blvd Los Angeles St to Ramona Blvd Arterial 0.43 12,844 7 1.19 1.16 5 Baldwin Park Blvd Ramona Blvd to Merced Ave Arterial 0.55 14,529 8 1.19 0.91 6 Baldwin Park Blvd Merced Ave to Francisquito Ave Arterial 0.66 17,775 8 1.19 0.62 7 Baldwin Park Blvd Francisquito Ave to I-10 Arterial 0.34 21,948 17 1.19 2.08 8 Baldwin Park Blvd I-10 to South City Limit Arterial 0.36 25,696 10 1.19 0.99 9 Bess Ave I-10 to Baldwin Park Blvd Collector 0.32 7,337 4 0.96 1.56 10 Bess Ave Syracuse Ave to Frazier St Collector 0.48 3,411 11 0.96 6.14 11 Big Dalton Ave Pacific Ave to I-10 Collector 1.00 3,361 7 0.96 1.90 12 Center St Olive St to Los Angeles St Collector 0.48 1,690 2 0.96 2.25 13 Center St Los Angeles St to Ramona Blvd Collector 0.65 922 3 0.96 4.57 14 Commerce Dr Rivergrade Rd to Live Oak Ave Residential 0.61 1,545 1 0.96 0.97 15 Francisquito Ave Ramona Blvd to Frazier St Arterial 0.48 10,732 9 1.13 1.60 16 Francisquito Ave Frazier St to Baldwin Park Blvd Arterial 0.34 14,339 7 1.13 1.31 17 Francisquito Ave Baldwin Park Blvd to South City Limit Arterial 0.53 26,371 34 1.19 2.22 18 Frazier St Bess Ave to Francisquito Ave Collector 0.71 5,500 7 0.96 1.64 19 Harlan Ave Los Angeles St to Ramona Blvd Collector 0.72 3,510 3 0.96 1.08 20 Live Oak Ave Rivergrade Rd to Baldwin Park Blvd Arterial 0.55 28,483 10 1.19 0.58 21 Los Angeles St West City Limit to Center St Arterial 0.36 19,604 8 1.13 1.04 22 Los Angeles St Center St to Maine Ave Arterial 1.00 14,269 16 1.13 1.02 23 Los Angeles St Maine Ave to East City Limit Arterial 0.39 9,066 3 1.13 0.77 24 Maine Ave Arrow Hwy to Olive St Collector 0.49 7,966 5 0.96 1.17 25 Maine Ave Olive St to Los Angeles St Collector 0.49 11,302 9 0.96 1.48 26 Maine Ave Los Angeles St to Ramona Blvd Collector 0.36 14,824 15 0.96 2.57 27 Maine Ave Pacific Ave to Merced Ave Collector 0.73 3,564 5 0.96 1.76 28 Maine Ave Merced Ave to Francisquito Ave Collector 0.68 5,663 6 0.96 1.42 29 Merced Ave Olive St to Los Angeles St Arterial 0.50 3,544 10 1.13 5.15 30 Merced Ave Los Angeles St to Ramona Blvd Arterial 0.60 7,133 1 1.13 0.21 31 Merced Ave Ramona Blvd to Baldwin Park Blvd Arterial 0.36 8,452 5 1.13 1.50 32 Merced Ave Baldwin Park Blvd to Vineland Ave Arterial 0.36 13,176 7 1.13 1.35 33 Merced Ave Vineland Ave to Puente Ave Arterial 0.34 12,216 8 1.13 1.76 34 Olive St West City Limit to Baldwin Park Blvd Collector 0.73 3,876 3 1.13 0.97 35 Olive St Baldwin Park Blvd to East City Limit Collector 1.23 7,065 11 0.96 1.16 City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Table 2: Collision Data Summary (Continued)

No.

Street

Segment Class

Length
in Miles

ADT

Number of
Collisions

Expected
Collision
Rate

Calculated
Collision
Rate
36 Pacific Ave Ramona Blvd to Big Dalton Ave Arterial 0.43 17,905 19 0.96 2.25 37 Pacific Ave Big Dalton Ave to South City Limit Arterial 0.36 18,588 10 0.96 1.36 38 Puente Ave South City Limit to Merced Ave Arterial 0.76 25,191 23 1.19 1.10 39 Puente Ave Merced Ave to Root St Arterial 0.87 12,031 20 1.13 1.74 40 Puente Ave Root St to Ramona Blvd Arterial 0.51 4,815 6 0.96 2.23 41 Ramona Blvd I-605 to Francisquito Ave Arterial 0.70 27,738 13 1.19 0.61 42 Ramona Blvd Francisquito Ave to Merced Ave Arterial 0.96 20,438 18 1.19 0.84 43 Ramona Blvd Merced Ave to Baldwin Park Blvd Arterial 0.45 24,456 12 1.19 1.00 44 Ramona Blvd Baldwin Park Blvd to Badillo St Arterial 0.56 19,038 12 1.19 1.03 45 Ramona Blvd Badillo St to East City Limit Arterial 0.42 5,576 3 1.13 1.17 46 Rivergrade Rd Brooks Dr to Live Oak Ave Arterial 0.74 10,542 1 1.19 0.12 47 Root St Puente St to East City Limit Arterial 0.33 6,146 3 1.13 1.35 48 Stewart Ave Live Oak Ave to Olive St Collector 0.48 3,971 4 0.96 1.92 49 Stewart Ave Olive St to Los Angeles St Collector 0.48 2,254 4 0.96 3.38 50 Stewart Ave Los Angeles St to Ramona Blvd Collector 0.52 2,255 4 0.96 3.12 51 Syracuse Ave Bess Ave to Ramona Blvd Collector 0.49 3,745 6 0.96 2.99 52 Vineland Ave South City Limit to Merced Ave Collector 0.91 5,858 12 0.96 2.06 53 Vineland Ave Merced Ave to Pacific Ave Collector 0.67 4,609 5 0.96 1.48 54 Vineland Ave Pacific Ave to Badillo St Collector 0.41 3,524 7 0.96 4.42 55 Bogart Ave Pacific Ave to Ramona Blvd Residential 0.20 1,202 2 0.96 7.60 56 Downing Ave Pacific Ave to Ramona Blvd Residential 0.25 1,571 2 0.96 4.65 57 Frazier St/
Dalewood St Judith St to Baldwin Park Blvd Collector 0.51 5,983 4 0.96 1.20 58 Garvey Ave Syracuse Ave to Tracy St Collector 1.16 2,380 4 0.96 1.32 City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Survey Results and Recommendation
The results of the surveys and findings as found in the “Study” are summarized in Tables 3 through 7. Supporting documentation is presented within Appendix “B.” Descriptions of the tables and recommendations for speed limit adjustment are indicated below in the following five categories:

1. Table 3 (SUMMARY) presents a summary of all locations surveyed and subsequent speed posting recommendations.

2. Table 4 (NO CHANGE) 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 5 (JUSTIFIED) 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. See Figure 10 for a more detailed explanation from the California Manual for Setting Speed Limits . Justifications are presented in remarks section and on the engineering and traffic survey sheets contained in Appendix “B.”

4. Table 6 (INCREASED) summarizes locations where speeds must be increased based on the 85th percentile exceeds current posted speed limit and further downward speed adjustments are not legally allowed.

5. Table 7 (DECREASED) summarizes locations where speeds must be decreased when the 85th percentile indicate lowering is appropriate or roadway characteristics or adjacent development fall within prima facia categories pursuant to California Vehicle Code.

A radar speed zone map of the existing posted speed limits and the proposed posted speed limits are shown in Appendix “D.”

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

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Table 3: Speed Survey Summary

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

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Table 3: Speed Survey Summary (Continued)

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Result
36 Pacific Ave Ramona Blvd to Big Dalton Ave 0.43 17,905 37 40 35 DECREASED 37 Pacific Ave Big Dalton Ave to South City Limit 0.36 18,588 36 40 35 DECREASED 38 Puente Ave South City Limit to Merced Ave 0.76 25,191 43 40 40 NO CHANGE 39 Puente Ave Merced Ave to Root St 0.87 12,031 42 40 40 NO CHANGE 40 Puente Ave Root St to Ramona Blvd 0.51 4,815 35 30 30 JUSTIFIED 41 Ramona Blvd I-605 to Francisquito Ave 0.70 27,738 40 40 40 NO CHANGE 42 Ramona Blvd Francisquito Ave to Merced Ave 0.96 20,438 43 40 40 NO CHANGE 43 Ramona Blvd Merced Ave to Baldwin Park Blvd 0.45 24,456 39 40 40 NO CHANGE 44 Ramona Blvd Baldwin Park Blvd to Badillo St 0.56 19,038 33 35 35 NO CHANGE 45 Ramona Blvd Badillo St to East City Limit 0.42 5,576 42 35 35 JUSTIFIED 46 Rivergrade Rd Brooks Dr to Live Oak Ave 0.74 10,542 51 45 45 JUSTIFIED 47 Root St Puente St to East City Limit 0.33 6,146 41 40 40 NO CHANGE 48 Stewart Ave Live Oak Ave to Olive St 0.48 3,971 37 30 30 JUSTIFIED 49 Stewart Ave Olive St to Los Angeles St 0.48 2,254 34 30 30 JUSTIFIED 50 Stewart Ave Los Angeles St to Ramona Blvd 0.52 2,255 33 30 30 NO CHANGE 51 Syracuse Ave Bess Ave to Ramona Blvd 0.49 3,745 35 30 30 JUSTIFIED 52 Vineland Ave South City Limit to Merced Ave 0.91 5,858 39 30 35 INCREASED 53 Vineland Ave Merced Ave to Pacific Ave 0.67 4,609 37 30 30 JUSTIFIED 54 Vineland Ave Pacific Ave to Badillo St 0.41 3,524 36 30 30 JUSTIFIED 55 Bogart Ave Pacific Ave to Ramona Blvd 0.20 1,202 31 NP 25 JUSTIFIED 56 Downing Ave Pacific Ave to Ramona Blvd 0.25 1,571 34 NP 25 JUSTIFIED 57 Frazier St/Dalewood St Judith St to Baldwin Park Blvd 0.51 5,983 32 NP 25 JUSTIFIED 58 Garvey Ave Syracuse Ave to Tracy St 1.16 2,380 31 NP 25 JUSTIFIED General Calming Measures
Reducing the 85 th percentile speed may be accomplished by implementing calming measures that reduce the speed of the motorists. There are a wide variety of calming measures that can be implemented on a segment to reduce the 85 th percentile speed. Some examples of calming measures are curb extensions, chicanes, roundabouts, traffic circles, raised median, diverters, radar speed feedback signs, and speed humps. However, it should be noted that a calming measure may only be recommended and placed aft er a thorough investigation of the current geometric conditions and analyzing the level of service (LOS) of each segment by the engineer.

As a result, a separate study must be implemented for each segment to warrant a specific calming measure to be placed.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

17 Table 4: 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

Result

Justification
3 Baldwin Park Blvd
Olive St to
Los Angeles St 0.48 11,670 43 40 40 NO CHANGE

Existing limit consistent with 85th percentile
4 Baldwin Park Blvd
Los Angeles St to
Ramona Blvd 0.43 12,844 41 40 40 NO CHANGE

Existing limit consistent with 85th percentile
5 Baldwin Park Blvd
Ramona Blvd to
Merced Ave 0.55 14,529 41 40 40 NO CHANGE

Existing limit consistent with 85th percentile
7 Baldwin Park Blvd
Francisquito Ave to
I-10 0.34 21,948 38 40 40 NO CHANGE

Existing limit consistent with 85th percentile
8 Baldwin Park Blvd
I-10 to
South City Limit 0.36 25,696 37 40 40 NO CHANGE

Existing limit consistent with 85th percentile
9 Bess Ave
I-10 to
Baldwin Park Blvd 0.32 7,337 31 30 30 NO CHANGE

Existing limit consistent with 85th percentile
14 Commerce Dr
Rivergrade Rd to
Live Oak Ave 0.61 1,545 37 40 40 NO CHANGE

Existing limit supported by 85th percentile
17 Francisquito Ave
Baldwin Park Blvd
to South City Limit 0.53 26,371 34 35 35 NO CHANGE

Existing limit supported by 85th percentile
18 Frazier St
Bess Ave to
Francisquito Ave 0.71 5,500 38 35 35 NO CHANGE

Existing limit supported by 85th percentile
20 Live Oak Ave
Rivergrade Rd to
Baldwin Park Blvd 0.55 28,483 43 45 45 NO CHANGE

Existing limit supported by 85th percentile
21 Los Angeles St
West City Limit to
Center St 0.36 19,604 43 40 40 NO CHANGE

Existing limit supported by 85th percentile
22 Los Angeles St
Center St to Maine
Ave 1.00 14,269 39 40 40 NO CHANGE

Existing limit supported by 85th percentile
23 Los Angeles St
Maine Ave to East
City Limit 0.39 9,066 41 40 40 NO CHANGE

Existing limit supported by 85th percentile
24 Maine Ave
Arrow Hwy to Olive
St 0.49 7,966 38 35 35 NO CHANGE

Existing limit supported by 85th percentile
25 Maine Ave
Olive St to Los
Angeles St 0.49 11,302 33 35 35 NO CHANGE

Existing limit supported by 85th percentile
26 Maine Ave
Los Angeles St to
Ramona Blvd 0.36 14,824 32 35 35 NO CHANGE

Existing limit supported by 85th percentile

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

18 Table 4: 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

Result

Justification
27 Maine Ave
Pacific Ave to
Merced Ave 0.73 3,564 38 35 35 NO CHANGE

Existing limit supported by 85th percentile
28 Maine Ave
Merced Ave to
Francisquito Ave 0.68 5,663 37 35 35 NO CHANGE Existing limit supported by 85th percentile 30 Merced Ave
Los Angeles St to
Ramona Blvd 0.60 7,133 37 35 35 NO CHANGE

Existing limit supported by 85th percentile
31 Merced Ave
Ramona Blvd to
Baldwin Park Blvd 0.36 8,452 38 35 35 NO CHANGE

Existing limit supported by 85th percentile
32 Merced Ave
Baldwin Park Blvd
to Vineland Ave 0.36 13,176 35 35 35 NO CHANGE

Existing limit supported by 85th percentile
33 Merced Ave
Vineland Ave to
Puente Ave 0.34 12,216 36 35 35 NO CHANGE

Existing limit supported by 85th percentile
38 Puente Ave
South City Limit to
Merced Ave 0.76 25,191 43 40 40 NO CHANGE

Existing limit supported by 85th percentile
39 Puente Ave
Merced Ave to Root
St 0.87 12,031 42 40 40 NO CHANGE

Existing limit supported by 85th percentile
41 Ramona Blvd
I-605 to
Francisquito Ave 0.70 27,738 40 40 40 NO CHANGE

Existing limit supported by 85th percentile
42 Ramona Blvd
Francisquito Ave to
Merced Ave 0.96 20,438 43 40 40 NO CHANGE

Existing limit supported by 85th percentile
43 Ramona Blvd
Merced Ave to
Baldwin Park Blvd 0.45 24,456 39 40 40 NO CHANGE

Existing limit supported by 85th percentile
44 Ramona Blvd
Baldwin Park Blvd
to Badillo St 0.56 19,038 33 35 35 NO CHANGE

Existing limit supported by 85th percentile
47 Root St
Puente St to
East City Limit 0.33 6,146 41 40 40 NO CHANGE

Existing limit supported by 85th percentile
50 Stewart Ave
Los Angeles St to
Ramona Blvd 0.52 2,255 33 30 30 NO CHANGE

Existing limit supported by 85th percentile

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

19 Table 5: 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

Result

Justification
1 Badillo St
Ramona Blvd to
East City Limit 0.56 14,588 45 40 40 JUSTIFIED
Consistent posting with adjacent segment
justifies reduction of 85th by 5 MPH. This is a
transition segment as it changes to 45 MPH as
this street enters the City of West Covina
2 Baldwin Park Blvd
Live Oak Ave to
Olive St 0.50 7,907 46 40 40 JUSTIFIED
Consistent posting with adjacent segment
justified reduction of 85th by 5 MPH
6 Baldwin Park Blvd
Merced Ave to
Francisquito Ave 0.66 17,775 44 40 40 JUSTIFIED
Consistent posting with adjacent segment
justified reduction of 85th by 5 MPH
10 Bess Ave
Syracuse Ave to
Frazier St 0.48 3,411 30 25 25 JUSTIFIED
Segment is within a residence district existing
speed limit prima facia 25 MPH CVC
22352(b)(1)
11 Big Dalton Ave Pacific Ave to I-10 1.00 3,361 39 25 25 JUSTIFIED Segment is within a residence district existing
speed limit prima facia 25 MPH CVC
22352(b)(1)
16 Francisquito Ave
Frazier St to Baldwin
Park Blvd 0.34 14,339 40 35 35 JUSTIFIED
Two (2) uncontrolled crosswalk justifies
reduction of 85th percentile by 5 MPH
19 Harlan Ave
Los Angeles St to
Ramona Blvd 0.72 3,510 37 25 25 JUSTIFIED
Segment is within a residence district existing
speed limit prima facia 25 MPH CVC
22352(b)(1).
40 Puente Ave
Root St to
Ramona Blvd 0.51 4,815 35 30 30 JUSTIFIED
Two (2) uncontrolled crosswalk justifies
reduction of 85th percentile by 5 MPH
45 Ramona Blvd
Badillo St to East
City Limit 0.42 5,576 42 35 35 JUSTIFIED
Consistent with adjacent roadway segment
justifies reduction of 85th by 5 MPH
46 Rivergrade Rd
Brooks Dr to Live
Oak Ave 0.74 10,542 51 45 45 JUSTIFIED
Segment is within a business district justifies
reduction of 85th percentile by 5 MPH
48 Stewart Ave
Live Oak Ave to
Olive St 0.48 3,971 37 30 30 JUSTIFIED
Poor driveway visibility justifies reduction from
85th by 5 MPH
49 Stewart Ave
Olive St to
Los Angeles St 0.48 2,254 34 30 30 JUSTIFIED
Poor driveway visibility justifies reduction from
85th by 5 MPH
51 Syracuse Ave
Bess Ave to
Ramona Blvd 0.49 3,745 35 30 30 JUSTIFIED
Two (2) uncontrolled crosswalk justifies
reduction of 85th percentile by 5 MPH

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

20 Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justified (Continued)

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Result

Justification
53 Vineland Ave
Merced Ave to
Pacific Ave 0.67 4,609 37 30 30 JUSTIFIED
Uncontrolled crosswalk justifies reduction of
85th percentile by 5 MPH
54 Vineland Ave
Pacific Ave to
Badillo St 0.41 3,524 36 30 30 JUSTIFIED
Consistent posting with adjacent segment
justifies reduction of 85th by 5 MPH
55 Bogart Ave
Pacific Ave to
Ramona Blvd 0.20 1,202 31 NP 25 JUSTIFIED
Uncontrolled crosswalk and segment is within
business district justifies reduction of 85th
percentile by 5 MPH
56 Downing Ave
Pacific Ave to
Ramona Blvd 0.25 1,571 34 NP 25 JUSTIFIED
Segment is within a residence district with an
existing speed limit prima facia 25 MPH CVC
22352 (b)(1)
57 Frazier St/
Dalewood St
Judith St to
Baldwin Park Blvd 0.51 5,983 32 NP 25 JUSTIFIED
Segment is within a business district justifies
reduction of 85th percentile by 5 MPH
58 Garvey Ave
Syracuse Ave to
Tracy St 1.16 2,380 31 NP 25 JUSTIFIED
Segment is within a residence district existing
speed limit prima facia 25 MPH CVC
22352(b)(1)

Figure 10. Referencing section 3.4.4 of the California Manual for Setting Speed Limits.

California Manual for Setting Speed Limits (Revised February 2020)

When a speed limit is to be posted, it shall be established at the nearest 5 mph increment to the 85th percentile speed of fr ee-flowing traffic, rounding as standard mathematics directs. Under some circumstances the posted speed may be reduced by 5 mph fro m the nearest 5 mph increment of the 85th percentile speed. If a 5 mph reduction is justified, the E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reas ons for the lower speed limit shall be in compliance with CVC Section 22358.

CVC 21400 allows for setting the speed limit at the 5 mph increment below the 85th percentile even if mathematical rounding w ould require the speed to be posted above the 85th percentile. If this option is used, then the additional 5 mph reduction cannot be used. In effect, this law allows an engineer to round down to the nearest increment of the 85th instead of up. The engineer cannot then take a further reduction.

Figure 10. Referencing section 3.4.4 of the California Manual for Setting Speed Limits.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

21 Table 6: Survey Speeds Differ from Posted Speed, Limit Must be Increased

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Result

Justification
12 Center St
Olive St to Los
Angeles St 0.48 1,690 38 30 35 INCREASED
Uncontrolled crosswalk and high calculated
collision rate of 3.38 justify round down of 85th
percentile speed
13 Center St
Los Angeles St to
Ramona Blvd 0.65 922 35 30 35 INCREASED
Consistent with adjacent roadway segments and
supported by the 85th percentile speed
15 Francisquito Ave
Ramona Blvd to
Frazier St 0.48 10,732 43 35 40 INCREASED
Uncontrolled crosswalk justifies round down of
85th percentile speed
29 Merced Ave
Olive St to
Los Angeles St 0.50 3,544 45 35 40 INCREASED
A high number of residential driveways and high
calculated collision rate of 5.15 justifies a
reduction of 85th percentile by 5 MPH
34 Olive St
West City Limit to
Baldwin Park Blvd 0.73 3,876 39 30 35 INCREASED
Uncontrolled crosswalk and high calculated
collision rate of 2.26 justifies reduction of 85th
percentile speed by 5 MPH
35 Olive St
Baldwin Park Blvd
to East City Limit 1.23 7,065 41 30 35 INCREASED
Consistent with adjacent roadway segment
justifies reduction of 85th percentile speed by 5
MPH
52 Vineland Ave
South City Limit to
Merced Ave 0.91 5,858 39 30 35 INCREASED
Uncontrolled crosswalk justifies reduction of
85th percentile by 5 MPH
Note: The U.S. Department of Transportation Federal Highway Administration has determined that placing speed limits below the 85 th percentile speed does not reduce vehicle speeds or accidents. While reaching their destination at the shortest possible time, the motorists select a speed to avoid endangering themselves, others, and their property. This speed traveled by the motorists is determined by the geometric conditions of the roadway.

Table 7: Survey Speeds Differ from Posted Speed, Limit Must be Decreased

No.

Street

Segment

Length
in
Miles

ADT

85th
Percentile
(mph)

Posted
Speed
Limit

Recom'd
Speed
Limit

Result

Justification
36 Pacific Ave
Ramona Blvd to Big
Dalton Ave 0.43 17,905 37 40 35 DECREASED
A new lane configuration with bike lanes has
reduced the 85th percentile speed. Justifies
lowering posted speed by 5 MPH.
37 Pacific Ave
Big Dalton Ave to
South City Limit 0.36 18,588 36 40 35 DECREASED
A new lane configuration with bike lanes has
reduced the 85th percentile speed. Justifies
lowering posted speed by 5 MPH

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

Appendix “A”
Spot Speed Survey Data Sheets and Average Daily Traffic Counts

DATE: 05/27/21 DAY: Thursday TIME PERIOD: 11:54AM 12:21PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): RAMONA BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 15285 BADILLO ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 0 1 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X X X X 1 3 4 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 X X X X X 5 0 5
49 X X X 1 2 3
48 X X X 3 0 3
47 X X X X X 3 2 5
46 X X X X X X 2 4 6
45 X X X X X X X X X X 5 5 10
44 X X X X X X X X X X X X 5 7 12
43 X X X X X X X X X X X X X X 9 5 14 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X 9 7 16
41 X X X X X X X X X X X X X X X X 8 8 16
40 X X X X X X X X X X X X X X 7 7 14 85TH %: 45 45 45 M.P.H. 39 X X X X X X X X X X X X X 9 4 13
38 X X X X X X X X X X X X 7 5 12 50TH %: 40 39 39 M.P.H. 37 X X X X X X X X X X X X X 8 5 13
36 X X X X X X X 2 5 7 15TH %: 34 33 33 M.P.H.
35 X X X X X X X X X X X X X X X X 9 7 16 *
34 X X X X X X X X X X X X X X X X X X X 6 13 19 * 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 33 X X X X X X X X X 4 5 9 *
32 X X X 3 0 3 P % IN PACE: 65% 58% 62%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X X 0 9 9 C % OVER PACE: 22% 23% 23%
29 X 0 1 1 E
28 X X X 2 1 3 * % UNDER PACE: 12% 19% 15%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 40 39 39 M.P.H.
25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: 28 40 34
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.36 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.60 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
113 113 226
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BADILLO STREET
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 12:35PM 1:02PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): FRANCISQUITO AVE AND I-10 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3119 BALDWIN PARK BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X X 2 0 2
48 X X 0 2 2
47 X X X X 3 1 4
46 X X 0 2 2
45 X X X X X 5 0 5
44 X X X X 3 1 4
43 X X 2 0 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 0 0 0
41 X X 0 2 2
40 X X X X X X X X X 4 5 9 85TH %: 39 38 38 M.P.H.
39 X X X X 2 2 4
38 X X X X X X X X X X 0 10 10 50TH %: 27 31 30 M.P.H. 37 X X X X X X X 4 3 7
36 X X X 1 2 3 15TH %: 22 26 24 M.P.H.
35 X X X X X 2 3 5 *
34 X X X X 2 2 4 * 10 MPH PACE: 23 - 32 25 - 34 24 - 33 M.P.H. 33 X X X X X X X X X X X X X X 2 12 14 *
32 X X X X X X X X X X X X X X X X 4 12 16 P % IN PACE: 58% 68% 62% 31 X X X X X X X X X X X X X X X X X X X 7 12 19 A
30 X X X X X X X X X X X X X X X X X X X X X 7 14 21 C % OVER PACE: 24% 26% 25% 29 X X X X X X X X X X X X X X X X 5 11 16 E
28 X X X X X X X X X X X X X X X X 10 6 16 * % UNDER PACE: 18% 5% 13% 27 X X X X X X X X X X 7 3 10 *
26 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 13 29 * ARITHMETIC MEAN: 29 32 31 M.P.H. 25 X X X X X X X X X X X X X X 10 4 14
24 X X X X X X 5 1 6 SAMPLE VARIANCE: 62 36 50
23 X X X X X X X 5 2 7
22 X X X X 4 0 4 STANDARD DEVIATION: 8 6 7 M.P.H.
21 X X X X X 5 0 5
20 X X X X X X 5 1 6 VARIANCE OF THE MEAN: 0.47 0.28 0.19 19 X X X X X 5 0 5
18 X X X X 2 2 4 STD. ERROR OF THE MEAN: 0.69 0.53 0.44 M.P.H. 17 X 0 1 1
16 X 1 0 1
15 X 1 0 1
131 130 261

BALDWIN PARK BOULEVARD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 2:08PM 2:32PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): I-10 AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 957 BALDWIN PARK BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 X X 1 1 2
44 X X X X 4 0 4
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X 2 0 2
40 X X X X X 5 0 5 85TH %: 38 36 37 M.P.H.
39 X X X X X 3 2 5
38 X X X X X X X X X X X X 6 6 12 50TH %: 32 31 31 M.P.H. 37 X X X X X X X X 6 2 8
36 X X X X X X X X X X X X X 4 9 13 15TH %: 27 27 27 M.P.H. 35 X X X X X X X X X X 7 3 10 *
34 X X X X X X X X X X 5 5 10 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X X 8 10 18 *
32 X X X X X X X X X X X X X X X X X X X 9 10 19 P % IN PACE: 68% 78% 73% 31 X X X X X X X X X X X X X X X X X X X X X X X 13 10 23 A 30 X X X X X X X X X X X X X X X X X X X X 10 10 20 C % OVER PACE: 28% 19% 24% 29 X X X X X X X X X X X X X X X X 3 13 16 E
28 X X X X X X X X X X X X X X X X X X X 12 7 19 * % UNDER PACE: 3% 3% 3% 27 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
26 X X X X X X X X X X X X X X X X X 6 11 17 * ARITHMETIC MEAN: 33 31 32 M.P.H. 25 X X X X X 3 2 5
24 0 0 0 SAMPLE VARIANCE: 27 20 24
23 X X 1 1 2
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.17 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.42 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
120 115 235
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BALDWIN PARK BOULEVARD
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 10:14AM 10:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LIVE OAK AVE AND OLIVE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 5118 BALDWIN PARK BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X 1 2 3
50 X X X X 2 2 4
49 X X X 1 2 3
48 X X X X X X 1 5 6
47 X X X X X X X X X 3 6 9
46 X X X X X X X 2 5 7
45 X X X X X X X X X X X X 4 8 12
44 X X X X X X X X X X X X 4 8 12
43 X X X X X X X X 3 5 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X 8 5 13
41 X X X X X X X X X X X 5 6 11
40 X X X X X X X X X X X 4 7 11 85TH %: 44 47 46 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X 12 8 20
38 X X X X X X X X X X X X 8 4 12 50TH %: 38 41 39 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 13 6 19
36 X X X X X X X X X X 6 4 10 15TH %: 33 35 34 M.P.H. 35 X X X X X X X X X X 5 5 10 *
34 X X X X X X X X X 4 5 9 * 10 MPH PACE: 35 - 44 39 - 48 36 - 45 M.P.H. 33 X X X X X X X 3 4 7 *
32 X X X X X X 3 3 6 P % IN PACE: 65% 61% 62%
31 X X X 2 1 3 A
30 X X X X 3 1 4 C % OVER PACE: 14% 7% 16%
29 X X 1 1 2 E
28 X 1 0 1 * % UNDER PACE: 20% 33% 22%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 39 41 40 M.P.H.
25 X 1 0 1
24 X 1 0 1 SAMPLE VARIANCE: 33 29 32
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 6 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.28 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.53 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 104 208
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BALDWIN PARK BOULEVARD
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 11:26AM 11:48AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4234 BALDWIN PARK BLVD
63 0 0 0
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X 0 1 1
49 0 0 0
48 X 0 1 1
47 0 0 0
46 X 0 1 1
45 X X X 2 1 3
44 X X 1 1 2
43 X X X X X X X X X X 5 5 10 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 2 4 6
41 X X X X X X 2 4 6
40 X X X X X X X 4 3 7 85TH %: 39 42 41 M.P.H.
39 X X X X X X X X X X X X X X X X 7 9 16
38 X X X X X X X X X X X X X X X X 4 12 16 50TH %: 35 37 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X X 11 12 23 36 X X X X X X X X X X X X X X X X 11 5 16 15TH %: 31 32 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X 12 12 24 * 34 X X X X X X X X X X X X X X X X X X X 11 8 19 * 10 MPH PACE: 31 - 40 33 - 42 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X 8 7 15 *
32 X X X X X X X X X X X X X X X 11 4 15 P % IN PACE: 79% 72% 75% 31 X X X X X X X X X 5 4 9 A
30 X X X X X 4 1 5 C % OVER PACE: 11% 12% 15%
29 X X X X X X 2 4 6 E
28 X X X X X 3 2 5 * % UNDER PACE: 10% 16% 9%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 35 37 36 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 17 30 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.28 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.53 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
107 106 213
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BALDWIN PARK BOULEVARD
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 12:13PM 12:29PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MERCED AVE AND FRANCISQUITO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3575 BALDWIN PARK BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X 0 1 1
49 X 0 1 1
48 X 1 0 1
47 X X X 2 1 3
46 X X X X X X X X 4 4 8
45 X X X X X 3 2 5
44 X X X X X X X X X X X X X X 7 7 14
43 X X X X X X X X X X X X X X 8 6 14 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X 8 4 12
41 X X X X X X X X X X X X X X X X X X 13 5 18
40 X X X X X X X X X X X X X X X 10 5 15 85TH %: 44 43 44 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X X 8 14 22
38 X X X X X X X X X X X X X X X X X 9 8 17 50TH %: 40 38 39 M.P.H. 37 X X X X X X X X X X X X X X X X X 8 9 17
36 X X X X X X X X X X X X X X X X X X X 9 10 19 15TH %: 34 32 33 M.P.H. 35 X X X X X X X X X X X 7 4 11 *
34 X X X X X X X X X X 6 4 10 * 10 MPH PACE: 35 - 44 35 - 44 35 - 44 M.P.H. 33 X X X X X X X X X 3 6 9 *
32 X X X X X X X X 3 5 8 P % IN PACE: 73% 64% 69%
31 X X X X 3 1 4 A
30 X X X X X 1 4 5 C % OVER PACE: 12% 9% 10%
29 X X X X X X X X X X 2 8 10 E
28 X X 0 2 2 * % UNDER PACE: 15% 27% 21%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 40 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 27 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.24 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.49 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
119 112 231
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BALDWIN PARK BOULEVARD
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 10:52AM 11:22AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4711 BALDWIN PARK BLVD
63 0 0 0
62 X 1 0 1
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X X 1 1 2
50 X X 2 0 2
49 X X 0 2 2
48 X X X X X X 6 0 6
47 X X 1 1 2
46 X X X X X 2 3 5
45 X X X X X 3 2 5
44 X X X X 4 0 4
43 X X X X X X X X X X X X X 3 10 13 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X 6 7 13
41 X X X X X X X X X X X X X X X X X X X X X 12 9 21
40 X X X X X X X X X X X X X X X X X 8 9 17 85TH %: 45 43 43 M.P.H. 39 X X X X X X X X X X X X X X X X X 9 8 17
38 X X X X X X X X X X X X X X X X 7 9 16 50TH %: 39 39 39 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 36 X X X X X X X X X X X X 5 7 12 15TH %: 34 34 34 M.P.H. 35 X X X X X X X X X X X X 7 5 12 *
34 X X X X X X X X X 4 5 9 * 10 MPH PACE: 35 - 44 34 - 43 34 - 43 M.P.H. 33 X X X X X X X X 3 5 8 *
32 X X X X X 2 3 5 P % IN PACE: 68% 76% 72%
31 X X X X 3 1 4 A
30 X X 2 0 2 C % OVER PACE: 16% 10% 15%
29 X X 0 2 2 E
28 X X 0 2 2 * % UNDER PACE: 16% 14% 13%
27 X X 1 1 2 *
26 X X 1 1 2 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 33 25 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.24 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.49 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
106 105 211
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BALDWIN PARK BOULEVARD
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 11:53AM 12:10PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RAMONA BLVD AND MERCED AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3876 BALDWIN PARK BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 0 1 1
47 X X X X 2 2 4
46 X X 1 1 2
45 X X X 1 2 3
44 X X 1 1 2
43 X X X X X X 1 5 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 2 3 5
41 X X X X X X X X 5 3 8
40 X X X X X X X X X X X X X 6 7 13 85TH %: 40 42 41 M.P.H. 39 X X X X X X X X X X 5 5 10
38 X X X X X X X X X X X X X 5 8 13 50TH %: 35 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X X 9 8 17
36 X X X X X X X X X X X X X X X X X X X X X 10 11 21 15TH %: 30 31 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 8 10 18 *
34 X X X X X X X X X X X X X X X X X 10 7 17 * 10 MPH PACE: 32 - 41 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X 8 3 11 *
32 X X X X X X X X X X X X X X X X 10 6 16 P % IN PACE: 72% 67% 69% 31 X X X X X X X X X X X X 5 7 12 A
30 X X X X X X X X X X 4 6 10 C % OVER PACE: 8% 19% 15% 29 X X X X X X X X X 4 5 9 E
28 X X X X X X X 4 3 7 * % UNDER PACE: 21% 14% 15%
27 X X X X X 4 1 5 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 36 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 22 29 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.27 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.52 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
106 107 213
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BALDWIN PARK BOULEVARD
DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 9:01AM 9:37AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): I-10 AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 13050 BESS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 1 0 1
40 0 0 0 85TH %: 32 30 31 M.P.H.
39 X X X 3 0 3
38 X X 2 0 2 50TH %: 26 26 26 M.P.H.
37 X 1 0 1
36 X X 2 0 2 15TH %: 22 23 23 M.P.H.
35 X X 1 1 2 *
34 X X X X X X 3 3 6 * 10 MPH PACE: 22 - 31 23 - 32 22 - 31 M.P.H. 33 X X X 3 0 3 *
32 X X X X X X 4 2 6 P % IN PACE: 70% 90% 80%
31 X X X X X X X X X X X X X X X X 7 9 16 A
30 X X X X X X X X X X X X X X X X X X 5 13 18 C % OVER PACE: 19% 3% 12% 29 X X X X X X X X X X X X X X X X X X X X 5 15 20 E
28 X X X X X X X X X X X X X X 6 8 14 * % UNDER PACE: 11% 7% 8% 27 X X X X X X X X X X X X X X 8 6 14 *
26 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 11 20 31 * ARITHMETIC MEAN: 27 27 27 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 7 12 19
24 X X X X X X X X X X X X X X X 5 10 15 SAMPLE VARIANCE: 26 10 18 23 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 22 X X X X X X X X X X X 9 2 11 STANDARD DEVIATION: 5 3 4 M.P.H. 21 X X X X X X X X X X X X X 7 6 13
20 X X X 3 0 3 VARIANCE OF THE MEAN: 0.25 0.09 0.08
19 X X 2 0 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.29 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
105 119 224
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BESS AVENUE
DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 9:46AM 10:54AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SYRACUSE AVE AND FRAZIER ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 12918 BESS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to attain the 57 0 0 0 100 samples in each direction. It took one hour and ROAD SURFACE:
56 0 0 0 eight minutes.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 1 0 1
40 X 1 0 1 85TH %: 30 30 30 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 25 26 26 M.P.H.
37 X 0 1 1
36 X X X X 4 0 4 15TH %: 19 21 21 M.P.H.
35 X X 0 2 2 *
34 X X 1 1 2 * 10 MPH PACE: 20 - 29 20 - 29 20 - 29 M.P.H. 33 X X X X X 1 4 5 *
32 X X X X X X X X X X X X 3 9 12 P % IN PACE: 67% 79% 74% 31 X X X X X X 3 3 6 A
30 X X X X X X X X X X 4 6 10 C % OVER PACE: 18% 15% 17% 29 X X X X X X X X X X X X X X X X X X X X 8 12 20 E
28 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 9 19 28 * % UNDER PACE: 15% 6% 9% 27 X X X X X X X X X X X X X X X X X X X 7 12 19 *
26 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8 21 29 * ARITHMETIC MEAN: 26 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X 8 13 21
24 X X X X X X X X X X X X X X X X X X X X X X X X X 10 15 25 SAMPLE VARIANCE: 31 16 22 23 X X X X X X X X X X X X X X 3 11 14
22 X X X X X X X X X X X X X X X X 7 9 16 STANDARD DEVIATION: 6 4 5 M.P.H. 21 X X X X X X X X X X X X X X X X 4 12 16
20 X X X X X X X X X X X X X 5 8 13 VARIANCE OF THE MEAN: 0.30 0.10 0.08 19 X X X X X X X X X 3 6 9
18 X X X X X X X 5 2 7 STD. ERROR OF THE MEAN: 0.55 0.31 0.28 M.P.H. 17 X X X X 3 1 4
16 X X X X X 4 1 5
15 0 0 0
103 168 271
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BESS AVENUE
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 3:03PM 3:51PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC AVE AND I-10 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3465 BIG DALTON AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 X X X 2 1 3
46 X 1 0 1
45 X 1 0 1
44 X X 1 1 2
43 X X X X 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 2 2 4
41 X X X X X X X X X 5 4 9
40 X X X X 2 2 4 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X X X X X X X X 9 1 10 50TH %: 32 30 31 M.P.H. 37 X X X X X X X X X X X 8 3 11
36 X X X X X X X X X X X X X X X X X 14 3 17 15TH %: 24 23 23 M.P.H. 35 X X X X X X X X X X X X 6 6 12 *
34 X X X X X X X X X X 2 8 10 * 10 MPH PACE: 30 - 39 26 - 35 29 - 38 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X 5 3 8 P % IN PACE: 48% 50% 46%
31 X X X X X X X X X X X X 6 6 12 A
30 X X X X X X X X X X 5 5 10 C % OVER PACE: 14% 22% 16% 29 X X X X X X X X X 3 6 9 E
28 X X X X X X X X X X 7 3 10 * % UNDER PACE: 38% 28% 37% 27 X X X X X X 3 3 6 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 32 31 31 M.P.H. 25 X X X X X X X X X X X X X 9 4 13
24 X X X X X X X X X X X X X X X 7 8 15 SAMPLE VARIANCE: 53 47 51 23 X X X X X X X X X X 5 5 10
22 X X X X X X X X 3 5 8 STANDARD DEVIATION: 7 7 7 M.P.H. 21 X X X X X X 4 2 6
20 X X X X X X X 5 2 7 VARIANCE OF THE MEAN: 0.40 0.46 0.22 19 X X X X 2 2 4
18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.68 0.46 M.P.H. 17 X 0 1 1
16 0 0 0
15 0 0 0
132 103 235
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

BIG DALTON AVENUE
DATE: 06/09/21 DAY: Wednesday TIME PERIOD: 11:53AM 2:13PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC AVE AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: PARKING STRUCTURE FOR METROLINK/FRONTIER COMMUNICATION 63 0 0 0 EMPLOYEE PARKING LOT
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to attain 57 0 0 0 100 samples in each direction. It took two hours and ROAD SURFACE:
56 0 0 0 20 minutes.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 1 0 1 85TH %: 34 30 31 M.P.H.
39 X 1 0 1
38 X X 2 0 2 50TH %: 25 25 25 M.P.H.
37 X X X X X 4 1 5
36 X X X X 1 3 4 15TH %: 19 21 20 M.P.H.
35 X X X 2 1 3 *
34 X X X X X 5 0 5 * 10 MPH PACE: 21 - 30 20 - 29 20 - 29 M.P.H. 33 X X X X X 1 4 5 *
32 X X X 2 1 3 P % IN PACE: 64% 76% 70%
31 X X X X 0 4 4 A
30 X X X X X X X 3 4 7 C % OVER PACE: 19% 17% 20%
29 X X X X X X X X X X X 7 4 11 E
28 X X X X X X X X X X X X X 6 7 13 * % UNDER PACE: 17% 6% 10% 27 X X X X X X X X X X X X X X X X 4 12 16 *
26 X X X X X X X X X X X X X 6 7 13 * ARITHMETIC MEAN: 26 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 24 X X X X X X X X X X X X X X X X X 7 10 17 SAMPLE VARIANCE: 36 22 29 23 X X X X X X X X X X X X X X X X X X 10 8 18
22 X X X X X X X X X X X X X X X X X X X 7 12 19 STANDARD DEVIATION: 6 5 5 M.P.H. 21 X X X X X X X X X 5 4 9
20 X X X X X X X X X X 2 8 10 VARIANCE OF THE MEAN: 0.35 0.20 0.14 19 X X X X X X X X X X X 7 4 11
18 X X X X 2 2 4 STD. ERROR OF THE MEAN: 0.59 0.45 0.37 M.P.H. 17 X X X X X X 5 1 6
16 X 1 0 1
15 0 0 0
103 109 212

BOGART AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 2:35PM 4:26PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4073 CENTER ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to attain 57 0 0 0 100 samples in each direction. It took one hour and ROAD SURFACE:
56 0 0 0 51 minutes.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X X X 1 2 3
40 X 1 0 1 85TH %: 34 36 35 M.P.H.
39 X X X 0 3 3
38 X X X 3 0 3 50TH %: 28 29 28 M.P.H.
37 X X X X X X X 1 6 7
36 X X X X X X X 3 4 7 15TH %: 23 24 23 M.P.H.
35 X X X X X X 2 4 6 *
34 X X X X X X X X X X X X X 7 6 13 * 10 MPH PACE: 23 - 32 24 - 33 23 - 32 M.P.H. 33 X X X X X X X X 2 6 8 *
32 X X X X X X X X 5 3 8 P % IN PACE: 67% 67% 66%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X X X X X X X X X X X X 8 11 19 C % OVER PACE: 21% 25% 26% 29 X X X X X X X X X X X X X X 8 6 14 E
28 X X X X X X X X X X X X X X X 6 9 15 * % UNDER PACE: 12% 8% 9% 27 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 * 26 X X X X X X X X X X X X X X 5 9 14 * ARITHMETIC MEAN: 28 30 29 M.P.H. 25 X X X X X X X X X X X X X 5 8 13
24 X X X X X X X X X X X 4 7 11 SAMPLE VARIANCE: 26 26 26 23 X X X X X X X X X X X X X 10 3 13
22 X X X X X X X 4 3 7 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X X X 6 2 8
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.26 0.24 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.49 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
101 108 209
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

CENTER STREET
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 2:43PM 4:17PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4629 CENTER ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment required additional time to attain 57 0 0 0 the 100 samples in each direction. It took one hour and ROAD SURFACE:
56 0 0 0 34 minutes to complete.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X X 1 1 2
47 X 0 1 1
46 X X 2 0 2
45 0 0 0
44 X X X 2 1 3
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X X X X X X 0 6 6
40 X X X X X 1 4 5 85TH %: 37 39 38 M.P.H.
39 X X X X X X 2 4 6
38 X X X X X X X X X 4 5 9 50TH %: 31 33 31 M.P.H.
37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X X X X X X X X 7 7 14 15TH %: 22 22 22 M.P.H. 35 X X X X X 1 4 5 *
34 X X X X X X X X X X X 2 9 11 * 10 MPH PACE: 24 - 33 32 - 41 30 - 39 M.P.H. 33 X X X X X X X X X X X 6 5 11 *
32 X X X X X X X X X X X 6 5 11 P % IN PACE: 53% 53% 50% 31 X X X X X X X X X X X X X 12 1 13 A
30 X X X X X X X X X X X 6 5 11 C % OVER PACE: 29% 5% 11% 29 X X X X X 3 2 5 E
28 X X X X X X X X X 4 5 9 * % UNDER PACE: 18% 42% 39%
27 X X X X X X X X X X X X 6 6 12 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 30 32 31 M.P.H.
25 X X X X X 3 2 5
24 X X X X X X X X X X 5 5 10 SAMPLE VARIANCE: 51 50 51 23 X X X X 3 1 4
22 X X X X X X X X X X X X 4 8 12 STANDARD DEVIATION: 7 7 7 M.P.H. 21 X X X X X 1 4 5
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.50 0.48 0.25
19 X X X 2 1 3
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.71 0.69 0.50 M.P.H. 17 X X X 2 1 3
16 X X X 3 0 3
15 X 1 0 1

CENTER STREET
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 9:00AM 10:54AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RIVERGRADE RD AND LIVE OAK AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 5051 COMMERCE DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to attain 57 0 0 0 100 samples in one direction. It took one hour and ROAD SURFACE:
56 0 0 0 54 minutes.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 X 0 1 1
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X X X 1 2 3
40 X X X X X 2 3 5 85TH %: 35 38 37 M.P.H.
39 X X X X X 0 5 5
38 X X X X X X X X X X 3 7 10 50TH %: 30 32 31 M.P.H. 37 X X X X X 5 0 5
36 X X X X X X X X X X X 0 11 11 15TH %: 26 27 27 M.P.H. 35 X X X X X X X X X X 5 5 10 *
34 X X X X X X X X X X X X X X X X X X 9 9 18 * 10 MPH PACE: 25 - 34 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X 2 6 8 *
32 X X X X X X X X X X X X X X X X X 13 4 17 P % IN PACE: 75% 70% 69% 31 X X X X X X X X X X X X X X X 3 12 15 A
30 X X X X X X X X X X X X X X X X X X 11 7 18 C % OVER PACE: 19% 20% 17% 29 X X X X X X X X X X X X X X X 6 9 15 E
28 X X X X X X X 5 2 7 * % UNDER PACE: 7% 10% 14%
27 X X X X X X X X X X X X X X X X X 9 8 17 *
26 X X X X X X X X X X 4 6 10 * ARITHMETIC MEAN: 31 33 32 M.P.H. 25 X X X X X X X X X 6 3 9
24 X X X X 3 1 4 SAMPLE VARIANCE: 20 23 23
23 X X X 2 1 3
22 X 1 0 1 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.22 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.47 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
91 105 196

COMMERCE DRIVE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/09/21 DAY: Wednesday TIME PERIOD: 2:17PM 4:04PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC AVE AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: DOWNING AVE/CENTRAL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to attain 57 0 0 0 100 samples in each direction. It took one hour and ROAD SURFACE:
56 0 0 0 47 minutes.
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X 2 0 2
40 0 0 0 85TH %: 35 33 34 M.P.H.
39 X 1 0 1
38 X X 1 1 2 50TH %: 27 25 26 M.P.H.
37 X X X X 3 1 4
36 X X X X 4 0 4 15TH %: 20 18 20 M.P.H.
35 X X X X X X 4 2 6 *
34 X X X X X 2 3 5 * 10 MPH PACE: 22 - 31 20 - 29 20 - 29 M.P.H. 33 X X X X X X X X X X 4 6 10 *
32 X X X X X X X X X 4 5 9 P % IN PACE: 55% 59% 57%
31 X X X X X X X 3 4 7 A
30 X X X X X X X 4 3 7 C % OVER PACE: 27% 23% 28%
29 X X X X X X X X X X X X X X 6 8 14 E
28 X X X X X X X X X X X X 5 7 12 * % UNDER PACE: 18% 17% 14% 27 X X X X X X X X X X X X X X X X 7 9 16 *
26 X X X X X X 5 1 6 * ARITHMETIC MEAN: 27 25 26 M.P.H. 25 X X X X X X X X X X X X X X X X X 9 8 17
24 X X X X X X X X X X X X X 5 8 13 SAMPLE VARIANCE: 50 34 42 23 X X X X X X X X X X X X X X 4 10 14
22 X X X X X X X X X X X X X X X 9 6 15 STANDARD DEVIATION: 7 6 7 M.P.H. 21 X X X X X X 2 4 6
20 X X X X X X X X X X 5 5 10 VARIANCE OF THE MEAN: 0.48 0.29 0.20 19 X X X 1 2 3
18 X X X X X X X X X 4 5 9 STD. ERROR OF THE MEAN: 0.69 0.54 0.44 M.P.H. 17 X X X X X X 1 5 6
16 X X X X X X 3 3 6
15 X X X X X X X 3 4 7
104 111 215
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

DOWNING AVENUE
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 1:48PM 2:04PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BALDWIN PARK BLVD AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: SIERRA CENTER/TARGET PARKING LOT 63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 34 34 34 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %: 31 30 30 M.P.H.
37 X X X 2 1 3
36 X X X X X X X X X X X 5 6 11 15TH %: 28 26 27 M.P.H. 35 X X X X X X X X X X 5 5 10 *
34 X X X X X X X X X X X X X X X X X 9 8 17 * 10 MPH PACE: 25 - 34 26 - 35 25 - 34 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 13 8 21 *
32 X X X X X X X X X X X X X X X X X X X X X 15 6 21 P % IN PACE: 89% 86% 86% 31 X X X X X X X X X X X X X X X X X X X X X X X X X 11 14 25 A 30 X X X X X X X X X X X X X X X X X X X X X X X X X 11 14 25 C % OVER PACE: 11% 7% 11% 29 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 E 28 X X X X X X X X X X X X X X X X X X X X X X X 11 12 23 * % UNDER PACE: 0% 7% 2% 27 X X X X X X X X X X X X 2 10 12 *
26 X X X X X X X X X X X X X X X 5 10 15 * ARITHMETIC MEAN: 31 30 30 M.P.H. 25 X X X X X X X X X X X 8 3 11
24 X X X X 0 4 4 SAMPLE VARIANCE: 10 11 10
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 3 3 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.09 0.10 0.05
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.30 0.31 0.22 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
107 115 222

FRANCISQUITO AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 2:08PM 2:25PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): FRAZIER ST AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 13529 FRANCISQUITO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 0 0 0
46 X X X 1 2 3
45 X 0 1 1
44 X X X 2 1 3
43 X X X X X 3 2 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 3 4 7
41 X X X X X X X X X X X 7 4 11
40 X X X X X X X X X X X X X X 7 7 14 85TH %: 41 40 40 M.P.H. 39 X X X X X X X X X X X X X X X 7 8 15
38 X X X X X X X X X X X X X 6 7 13 50TH %: 35 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X X X X X X 7 10 17 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X 10 5 15 *
34 X X X X X X X X X X X X X X 5 9 14 * 10 MPH PACE: 32 - 41 31 - 40 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
32 X X X X X X X X X X X X X X X 9 6 15 P % IN PACE: 72% 73% 72% 31 X X X X X X X X X X X X X 5 8 13 A
30 X X X X X X X X X X X X X X X 8 7 15 C % OVER PACE: 9% 15% 22% 29 X X X 1 2 3 E
28 X X X 1 2 3 * % UNDER PACE: 19% 12% 6%
27 X 0 1 1 *
26 X X 2 0 2 * ARITHMETIC MEAN: 35 36 36 M.P.H.
25 X X X 2 1 3
24 X X 2 0 2 SAMPLE VARIANCE: 24 25 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.23 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.48 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
110 107 217

FRANCISQUITO AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 2:28PM 2:51PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RAMONA BLVD AND FRAZIER ST 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: 13233 FRANCISQUITO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X X X 0 3 3
47 X X X 3 0 3
46 X X X 2 1 3
45 X X X 1 2 3
44 X X X X X X X X X 5 4 9
43 X X X X X X X X X X X X X X 6 8 14 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X 4 6 10
41 X X X X X X X X X X X X X X X X X 6 11 17
40 X X X X X X X X X X X X X X X X X X X 7 12 19 85TH %: 43 43 43 M.P.H. 39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X X X X X X X X X X 7 12 19 50TH %: 37 39 38 M.P.H. 37 X X X X X X X X X X X X X X X X X 11 6 17
36 X X X X X X X X X X X X X X X 10 5 15 15TH %: 32 34 33 M.P.H. 35 X X X X X X X X X X X X X X X 8 7 15 *
34 X X X X X X X X X X X X X X 6 8 14 * 10 MPH PACE: 32 - 41 34 - 43 34 - 43 M.P.H. 33 X X X X X X X X X X X X 6 6 12 *
32 X X X X X X X X X X X 8 3 11 P % IN PACE: 70% 76% 71% 31 X X X X 3 1 4 A
30 X X X X X 3 2 5 C % OVER PACE: 22% 10% 11%
29 X X 0 2 2 E
28 X 1 0 1 * % UNDER PACE: 8% 14% 18%
27 X X 1 1 2 *
26 0 0 0 * ARITHMETIC MEAN: 38 38 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 20 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.18 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.43 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 107 211

FRANCISQUITO AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 10:57AM 12:03PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BESS AVE AND FRANCISQUITO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3047 FRAZIER ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X X 0 2 2
45 0 0 0
44 X X 0 2 2
43 X X X X 0 4 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 1 4 5
41 X X X X X X X X X X 1 9 10
40 X X X X X X X 1 6 7 85TH %: 36 40 38 M.P.H.
39 X X X X 0 4 4
38 X X X X X X X X X X X X 5 7 12 50TH %: 31 35 33 M.P.H. 37 X X X X X X X X X X X X X X 3 11 14
36 X X X X X X X X X X X X X X X X X X X X X 7 14 21 15TH %: 25 29 27 M.P.H. 35 X X X X X X X X X X X 4 7 11 *
34 X X X X X X X X X X X X X X X X X 7 10 17 * 10 MPH PACE: 27 - 36 32 - 41 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 8 11 19 *
32 X X X X X X X X X X X X X X X X X X X X 11 9 20 P % IN PACE: 70% 64% 65% 31 X X X X X X X X X X X X X X X X 12 4 16 A
30 X X X X X X X X X X X X 5 7 12 C % OVER PACE: 11% 9% 14% 29 X X X X X X X X X X X X X X 7 7 14 E
28 X X X X X X X X X 4 5 9 * % UNDER PACE: 19% 28% 21%
27 X X X X X X X X X X X 7 4 11 *
26 X X X X X X X 5 2 7 * ARITHMETIC MEAN: 31 34 33 M.P.H. 25 X X X X X X X X X X 6 4 10
24 X X X X 3 1 4 SAMPLE VARIANCE: 21 30 29
23 X X X 2 1 3
22 X X X 2 1 3 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 1 0 1
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.21 0.22 0.12
19 0 0 0
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.46 0.47 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
103 138 241
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

FRAZIER STREET
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 9:01AM 10:29AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): JUDITH ST AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: LEORITA ST/DALEWOOD ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to
57 0 0 0 attain 100 samples in each direction. It took one hour ROAD SURFACE:
56 0 0 0 and 28 minutes.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X 2 0 2
40 0 0 0 85TH %: 32 32 32 M.P.H.
39 X 1 0 1
38 X 1 0 1 50TH %: 27 28 28 M.P.H.
37 X X X X 2 2 4
36 X X X 3 0 3 15TH %: 23 25 23 M.P.H.
35 X X X X X X X X X X X X X X 9 5 14 *
34 X X X X X 3 2 5 * 10 MPH PACE: 22 - 31 24 - 33 22 - 31 M.P.H. 33 X X X X X X X X X X X X X X X X 13 3 16 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 79% 86% 80% 31 X X X X X X X X X X X X X X X X X 13 4 17 A
30 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 12 28 C % OVER PACE: 19% 9% 18% 29 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 18 10 28 E 28 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 20 15 35 * % UNDER PACE: 3% 5% 2% 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 22 12 34 * 26 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 12 28 * ARITHMETIC MEAN: 28 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 20 10 30 24 X X X X X X X X X X X X X X X X X X X X X X X 19 4 23 SAMPLE VARIANCE: 19 11 17 23 X X X X X X X X X X X X X X X X X X X X X X X X 21 3 24 22 X X X X X X X X X X X X X X X X X X X 18 1 19 STANDARD DEVIATION: 4 3 4 M.P.H. 21 X X X X X X 5 1 6
20 X 1 0 1 VARIANCE OF THE MEAN: 0.08 0.11 0.05
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.29 0.33 0.22 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
232 102 334

FRAZIER STREET/DALEWOOD STREET
RADAR

CITY OF BALDWIN PARK
CARLOS

PARTLY CLOUD
DRY
FAIR
TO
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 10:38AM 11:39AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SYRACUSE AVE AND TRACY ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: FAIRGROVE AVE/GARVEY AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 1 0 1
44 0 0 0
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 33 30 31 M.P.H.
39 X 1 0 1
38 X X X X 4 0 4 50TH %: 26 25 26 M.P.H.
37 X X 2 0 2
36 X X 1 1 2 15TH %: 22 21 21 M.P.H.
35 X X X X 2 2 4 *
34 X X X X 4 0 4 * 10 MPH PACE: 21 - 30 21 - 30 21 - 30 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X 2 2 4 P % IN PACE: 72% 79% 75%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X X X X X X 3 10 13 C % OVER PACE: 24% 10% 17% 29 X X X X X X X X X X X X X X 10 4 14 E
28 X X X X X X X X X X X X X 7 6 13 * % UNDER PACE: 4% 11% 8% 27 X X X X X X X X X X X X X X X 4 11 15 *
26 X X X X X X X X X X X X X X X 8 7 15 * ARITHMETIC MEAN: 27 25 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X 13 9 22
24 X X X X X X X X X X X X X X X X X X X 7 12 19 SAMPLE VARIANCE: 30 16 24 23 X X X X X X X X X X X X X X X X X 9 8 17
22 X X X X X X X X X 4 5 9 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 20 X X X X X X X X X X X 2 9 11 VARIANCE OF THE MEAN: 0.28 0.15 0.11 19 X X X X 1 3 4
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.53 0.39 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 107 211
RADAR

CITY OF BALDWIN PARK
CARLOS

PARTLY SUNNY
DRY
FAIR
TO

GARVEY AVENUE
DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 1:29PM 2:32PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4111 HARLAN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X X 1 1 2
45 0 0 0
44 X X 0 2 2
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 1 0 1
41 X X X X 1 3 4
40 X X X X 2 2 4 85TH %: 37 39 37 M.P.H.
39 X X X X X X X X X 2 7 9
38 X X X X X X X 3 4 7 50TH %: 32 33 33 M.P.H.
37 X X X X X X X X X X X X X X X X X X X X X X 16 6 22
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 28 28 28 M.P.H. 35 X X X X X X X X X X X X X X X X 9 7 16 *
34 X X X X X X X X X X X X X X 6 8 14 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X 6 10 16 *
32 X X X X X X X X X X X X X X X 11 4 15 P % IN PACE: 79% 68% 74% 31 X X X X X X X X X X X X X 8 5 13 A
30 X X X X X X X X X X X X X X X X X X X X X 13 8 21 C % OVER PACE: 9% 20% 14% 29 X X X X X X X X X X X X X X X X X X 13 5 18 E
28 X X X X X X X X X X X X X X 7 7 14 * % UNDER PACE: 12% 13% 12% 27 X X X X X X X 4 3 7 *
26 X X X 1 2 3 * ARITHMETIC MEAN: 32 33 33 M.P.H.
25 X X X X X X 4 2 6
24 X X X X X 3 2 5 SAMPLE VARIANCE: 21 26 24
23 X X X 1 2 3
22 X X 1 1 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.26 0.11
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.51 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
123 102 225

HARLAN AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 9:00AM 9:22AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): RIVERGRADE RD AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14020 LIVE OAK AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 X X 2 0 2
49 X 1 0 1
48 X X 2 0 2
47 X X X 3 0 3
46 X X X X X X 2 4 6
45 X X X X X X X X 5 3 8
44 X X X X X X X 3 4 7
43 X X X X X X 4 2 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X 4 5 9
41 X X X X X X X X X X X X X X X X X X 10 8 18
40 X X X X X X X X X X X X X X X X X X X X X X X X X X 13 13 26 85TH %: 44 41 43 M.P.H. 39 X X X X X X X 2 5 7
38 X X X X X X X X X X X X X X X X X X 8 10 18 50TH %: 38 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X 12 8 20
36 X X X X X X X X X X X X X X X X X X X X X X X X X 14 11 25 15TH %: 34 33 33 M.P.H. 35 X X X X X X X X X X X X X 5 8 13 *
34 X X X X X X X X X X X X X X X X X X X X X 5 16 21 * 10 MPH PACE: 32 - 41 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X 6 8 14 *
32 X X X X X X X X X X X X X X X X X 6 11 17 P % IN PACE: 72% 82% 77% 31 X X X X 1 3 4 A
30 X 1 0 1 C % OVER PACE: 25% 15% 20%
29 X X 1 1 2 E
28 0 0 0 * % UNDER PACE: 3% 3% 3%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 37 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 16 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.14 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.37 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
112 120 232

LIVE OAK AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 1:57PM 2:18PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTER ST AND MAINE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14313 LOS ANGELES ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 0 1 1
49 0 0 0
48 X 1 0 1
47 0 0 0
46 X X X X 3 1 4
45 X X X 2 1 3
44 X 0 1 1
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X 1 1 2
40 X X X X X X X 5 2 7 85TH %: 39 38 39 M.P.H.
39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X X X X X X X X 7 10 17 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 36 X X X X X X X X X X X X X X X X X X X X X X X X X 9 16 25 15TH %: 30 31 30 M.P.H. 35 X X X X X X X X X X X X X X X X 8 8 16 *
34 X X X X X X X X X X X X 5 7 12 * 10 MPH PACE: 28 - 37 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 18 10 28 * 32 X X X X X X X X X X X X X X X X X X X 11 8 19 P % IN PACE: 76% 84% 79% 31 X X X X X X X X X X X X X X 5 9 14 A
30 X X X X X X X X X X X X X X X 7 8 15 C % OVER PACE: 24% 9% 16% 29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X 8 2 10 * % UNDER PACE: 0% 7% 4%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 16 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.15 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.38 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
116 111 227

LOS ANGELES STREET
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 1:25PM 1:53PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MAINE AVE AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14536 LOS ANGELES ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 X X 0 2 2
48 X 0 1 1
47 X X 2 0 2
46 X X X 3 0 3
45 X 1 0 1
44 X X X X X X X X X 3 6 9
43 X X X X X 5 0 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 5 5 10
41 X X X X X X X X X X X X X 12 1 13
40 X X X X X X X X X X 6 4 10 85TH %: 41 40 41 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X 13 8 21
38 X X X X X X X X X X X X X X X X X X X X X X X 15 8 23 50TH %: 37 35 36 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X X X X X 8 7 15 15TH %: 32 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
34 X X X X X X X X X X X X X X X X X X 10 8 18 * 10 MPH PACE: 33 - 42 31 - 40 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X X X X 8 9 17 *
32 X X X X X X X X X X X X X X X 5 10 15 P % IN PACE: 72% 75% 71% 31 X X X X X X X X 1 7 8 A
30 X X X X X X X X X X X 9 2 11 C % OVER PACE: 11% 14% 14% 29 X X X X X X X 3 4 7 E
28 X X X X X X X X X 5 4 9 * % UNDER PACE: 17% 11% 15%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 37 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 22 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.22 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.46 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
134 104 238

LOS ANGELES STREET
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 2:22PM 2:38PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND CENTER ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 13413 LOS ANGELES ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 2 0 2
49 X X 2 0 2
48 X X X 2 1 3
47 X X X X 4 0 4
46 X X X X 3 1 4
45 X X X X X 3 2 5
44 X X X X X X X X 5 3 8
43 X X X X X X X X 4 4 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 7 3 10
41 X X X X X X X X X X X X X 11 2 13
40 X X X X X X X X X X X 6 5 11 85TH %: 44 40 43 M.P.H. 39 X X X X X X X X X X X X X X X 8 7 15
38 X X X X X X X X X X X X X X X X X X X X X X X X 16 8 24 50TH %: 38 36 37 M.P.H. 37 X X X X X X X X X X X X X X X X X 7 10 17
36 X X X X X X X X X X X X X 4 9 13 15TH %: 33 32 33 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 * 34 X X X X X X X X X X X X X X X X X X 5 13 18 * 10 MPH PACE: 33 - 42 31 - 40 32 - 41 M.P.H. 33 X X X X X X X X X X X X X 5 8 13 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 65% 78% 70% 31 X X X X X X 2 4 6 A
30 X X X X 1 3 4 C % OVER PACE: 23% 15% 21%
29 X X X X X X 3 3 6 E
28 X X 2 0 2 * % UNDER PACE: 13% 7% 9%
27 X X 1 1 2 *
26 0 0 0 * ARITHMETIC MEAN: 39 36 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 31 17 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.16 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.40 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
120 106 226

LOS ANGELES STREET
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 9:10AM 9:53AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ARROW HWY AND OLIVE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4820 MAINE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X X 1 1 2
45 0 0 0
44 0 0 0
43 X X X X X X 3 3 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 0 5 5
41 X X X 1 2 3
40 X X X X X 1 4 5 85TH %: 36 39 38 M.P.H.
39 X X X X X X X X X X 0 10 10
38 X X X X X X X X X X X 6 5 11 50TH %: 33 34 33 M.P.H. 37 X X X X X X 2 4 6
36 X X X X X X X X X X X X X X X X X X 8 10 18 15TH %: 28 29 29 M.P.H. 35 X X X X X X X X X X X X 7 5 12 *
34 X X X X X X X X X X X X X X X X X X X X X X X 16 7 23 * 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X 18 6 24 * 32 X X X X X X X X X X X X X X X X X X X 9 10 19 P % IN PACE: 80% 64% 72% 31 X X X X X X X X X X X X X X X X 10 6 16 A
30 X X X X X X X X X X X X X X X 8 7 15 C % OVER PACE: 5% 23% 14% 29 X X X X X X X X X X X X X X X X X X X X 9 11 20 E
28 X X X X X X 2 4 6 * % UNDER PACE: 15% 13% 14%
27 X X X X X X 4 2 6 *
26 X X X X X X X 5 2 7 * ARITHMETIC MEAN: 32 34 33 M.P.H. 25 X X X X X X X 4 3 7
24 X X 1 1 2 SAMPLE VARIANCE: 17 29 23
23 X 1 0 1
22 X X 0 2 2 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.15 0.26 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.51 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
116 111 227

MAINE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 10:26AM 10:45AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4335 MAINE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 33 31 32 M.P.H.
39 X 0 1 1
38 X 1 0 1 50TH %: 29 28 28 M.P.H.
37 X X 2 0 2
36 X X 2 0 2 15TH %: 26 24 25 M.P.H.
35 X X X X X 4 1 5 *
34 X X X X X X X 6 1 7 * 10 MPH PACE: 26 - 35 24 - 33 24 - 33 M.P.H. 33 X X X X X X X X X X X X X 7 6 13 *
32 X X X X X X X X X X X X X X 7 7 14 P % IN PACE: 85% 89% 84% 31 X X X X X X X X X X X X X X X X X X X 11 8 19 A
30 X X X X X X X X X X X X X X X X X X X X X 11 10 21 C % OVER PACE: 5% 3% 8% 29 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 E 28 X X X X X X X X X X X X X X X X X X X X X X X X X 14 11 25 * % UNDER PACE: 10% 8% 7% 27 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 * 26 X X X X X X X X X X X X X X X X X X X X X 9 12 21 * ARITHMETIC MEAN: 29 28 29 M.P.H. 25 X X X X X X X X X X X X X X X 2 13 15
24 X X X X X X X X X X X 2 9 11 SAMPLE VARIANCE: 13 11 13 23 X X X X X X X 2 5 7
22 X X X X X 3 2 5 STANDARD DEVIATION: 4 3 4 M.P.H.
21 X X X 1 2 3
20 X 1 0 1 VARIANCE OF THE MEAN: 0.13 0.10 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.31 0.24 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
106 111 217

MAINE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 11:57AM 12:48PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MERCED AVE AND FRANCISQUITO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3528 MAINE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X X X 2 2 4
40 X X X 1 2 3 85TH %: 36 38 37 M.P.H.
39 X X X X X X X X X X X 3 8 11
38 X X X X X X X 4 3 7 50TH %: 32 33 32 M.P.H.
37 X X X X X X X X 3 5 8
36 X X X X X X X X 3 5 8 15TH %: 28 28 28 M.P.H.
35 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
34 X X X X X X X X X X X X X X X X X X X 11 8 19 * 10 MPH PACE: 27 - 36 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X 10 6 16 *
32 X X X X X X X X X X X X X X X X X X X X 10 10 20 P % IN PACE: 78% 73% 74% 31 X X X X X X X X X X X X X X X X X X X X X X X X 12 12 24 A 30 X X X X X X X X X X X X X X X 9 6 15 C % OVER PACE: 15% 6% 14% 29 X X X X X X X X X X X X 5 7 12 E
28 X X X X X X X X 4 4 8 * % UNDER PACE: 7% 22% 12%
27 X X X X X X X X 6 2 8 *
26 X X X X X X X 3 4 7 * ARITHMETIC MEAN: 32 33 33 M.P.H. 25 X X X X X X 3 3 6
24 X 0 1 1 SAMPLE VARIANCE: 17 23 20
23 X X 1 1 2
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.23 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.48 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
101 102 203

MAINE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 9:56AM 10:19AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4724 MAINE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 0 0 0
40 0 0 0 85TH %: 33 33 33 M.P.H.
39 X 1 0 1
38 X X 1 1 2 50TH %: 29 29 29 M.P.H.
37 0 0 0
36 X X 0 2 2 15TH %: 25 26 26 M.P.H.
35 X 0 1 1 *
34 X X X X X X X X X X X 5 6 11 * 10 MPH PACE: 25 - 34 25 - 34 25 - 34 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 10 9 19 *
32 X X X X X X X X X X X X X X X X X X 10 8 18 P % IN PACE: 89% 89% 89% 31 X X X X X X X X X X X X X X X X X X X 11 8 19 A
30 X X X X X X X X X X X X X X X X X X X 10 9 19 C % OVER PACE: 3% 4% 3% 29 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 11 18 29 E 28 X X X X X X X X X X X X X X X X X X X X X X X 11 12 23 * % UNDER PACE: 8% 7% 8% 27 X X X X X X X X X X X X X X X X X X X X 10 10 20 *
26 X X X X X X X X X X X X X X X X X X X X 9 11 20 * ARITHMETIC MEAN: 29 29 29 M.P.H. 25 X X X X X X X X X X X X X X X 8 7 15
24 X X X X X X X 3 4 7 SAMPLE VARIANCE: 13 11 12
23 X X X X X X 4 2 6
22 X X X X 2 2 4 STANDARD DEVIATION: 4 3 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.12 0.10 0.05
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.31 0.23 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
107 110 217

MAINE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 10:51AM 11:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC AVE AND MERCED AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3903 MAINE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 0 2 2
49 0 0 0
48 0 0 0
47 X 0 1 1
46 0 0 0
45 0 0 0
44 X X X 2 1 3
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 3 2 5
41 X X X X 3 1 4
40 X X X 1 2 3 85TH %: 37 38 38 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X X X X X 1 6 7 50TH %: 34 33 33 M.P.H.
37 X X X X X X X X X X X X X X X X X X 11 7 18
36 X X X X X X X X X X X X X X X X X X X 11 8 19 15TH %: 29 27 28 M.P.H. 35 X X X X X X X X X X X X X X X 8 7 15 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X 9 4 13 *
32 X X X X X X X X X X X X X X X 12 3 15 P % IN PACE: 80% 64% 72% 31 X X X X X X X X X X X X 6 6 12 A
30 X X X X X X X X X X X X X X X X 6 10 16 C % OVER PACE: 14% 19% 17% 29 X X X X X X X X X X 5 5 10 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 6% 17% 11% 27 X X X X X X X X 2 6 8 *
26 X X X X X 1 4 5 * ARITHMETIC MEAN: 34 33 33 M.P.H. 25 X X X X X X 2 4 6
24 X X X X 1 3 4 SAMPLE VARIANCE: 19 31 25
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 4 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.30 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.55 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 105 209

MAINE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 2:03PM 2:21PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BALDWIN PARK BLVD AND VINELAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14122 MERCED AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X 1 0 1
40 0 0 0 85TH %: 36 33 35 M.P.H.
39 X 1 0 1
38 0 0 0 50TH %: 31 29 30 M.P.H.
37 X X X X X X X X 6 2 8
36 X X X X X X X X X X X X X X X X X X X 14 5 19 15TH %: 26 25 26 M.P.H. 35 X X X X X X X X X X X X 11 1 12 *
34 X X X X X X X X X 4 5 9 * 10 MPH PACE: 27 - 36 24 - 33 24 - 33 M.P.H. 33 X X X X X X X X X X X X X X 7 7 14 *
32 X X X X X X X X X X X X X X 6 8 14 P % IN PACE: 76% 84% 75% 31 X X X X X X X X X X X X X X X 11 4 15 A
30 X X X X X X X X X X X X X X X X X X X X X X X X 8 16 24 C % OVER PACE: 8% 11% 22% 29 X X X X X X X X X X X X X X X X X X X X 9 11 20 E
28 X X X X X X X X X X X X X X X X X X X X X X X X 10 14 24 * % UNDER PACE: 16% 4% 3% 27 X X X X X X X X X X X X X X X X X X X X X 10 11 21 * 26 X X X X X X X X X X X X X X X X X X X X X 10 11 21 * ARITHMETIC MEAN: 31 29 30 M.P.H. 25 X X X X X X X X X X X X 6 6 12
24 X X X X X X X X X X X 1 10 11 SAMPLE VARIANCE: 17 12 16 23 X X X X X X X 2 5 7
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.15 0.11 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.38 0.33 0.26 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
118 116 234

MERCED AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 12:27PM 12:52PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4309 MERCED AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment took additional time to attain 57 0 0 0 the 100 samples in each direction. It took one hour ROAD SURFACE:
56 0 0 0 and 25 minutes to complete.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 1 1 2
46 X 1 0 1
45 X 1 0 1
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 0 2 2
41 X X 0 2 2
40 X X 1 1 2 85TH %: 37 38 37 M.P.H.
39 X X X X X X 2 4 6
38 X X X X X X X X X X 4 6 10 50TH %: 33 33 33 M.P.H. 37 X X X X X X X X X X X 7 4 11
36 X X X X X X X X X X X X X 7 6 13 15TH %: 28 28 28 M.P.H. 35 X X X X X X X X X X X X X X X X 10 6 16 *
34 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 13 29 * 10 MPH PACE: 28 - 37 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 11 7 18 *
32 X X X X X X X X X X X X X X X X 10 6 16 P % IN PACE: 77% 78% 77% 31 X X X X X X X X X X X X X X X X X X X X X X 7 15 22 A 30 X X X X X X X X X 3 6 9 C % OVER PACE: 10% 19% 18%
29 X X X X X X X X X X X 7 4 11 E
28 X X X X X X X X X X X X X X X X 5 11 16 * % UNDER PACE: 13% 3% 5% 27 X X X X X X X X X X X X X 7 6 13 *
26 X X X 3 0 3 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 X X 1 1 2
24 X X X 2 1 3 SAMPLE VARIANCE: 22 19 20
23 X 1 0 1
22 X 0 1 1 STANDARD DEVIATION: 5 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.18 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.43 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
108 103 211

MERCED AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 11:00AM 12:25PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: 4641 MERCED AVE
63 0 0 0
62 X 0 1 1
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0 This street segment required additional time to 57 0 0 0 collect 100 samples in each direction. It took one hour ROAD SURFACE:
56 0 0 0 and 25 minutes to comolete.
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X X X 2 1 3
51 X X X X 2 2 4
50 0 0 0
49 X X 0 2 2
48 0 0 0
47 X X X X X X X 5 2 7
46 X X X X X 2 3 5
45 X X X X X X 5 1 6
44 X X X X X X X X X X X X 9 3 12
43 X X X X X 1 4 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X 7 5 12
41 X X X X X X X X X 4 5 9
40 X X X X X X X X X X X X X X X X 6 10 16 85TH %: 45 44 45 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X 14 6 20
38 X X X X X X X X X 4 5 9 50TH %: 39 38 39 M.P.H.
37 X X X X X X X X X X X X X X 6 8 14
36 X X X X X X X X X X X X X X 6 8 14 15TH %: 32 30 32 M.P.H. 35 X X X X X X X X X X 7 3 10 *
34 X X X X X X X X X X X 4 7 11 * 10 MPH PACE: 35 - 44 34 - 43 33 - 42 M.P.H. 33 X X X X X X X X X 6 3 9 *
32 X X X X X X X X X X 7 3 10 P % IN PACE: 59% 60% 59%
31 X X X 2 1 3 A
30 X X X X X 1 4 5 C % OVER PACE: 17% 17% 23%
29 X X X X X X 2 4 6 E
28 0 0 0 * % UNDER PACE: 25% 23% 18%
27 0 0 0 *
26 X X X X X 2 3 5 * ARITHMETIC MEAN: 39 38 38 M.P.H. 25 X X 1 1 2
24 0 0 0 SAMPLE VARIANCE: 43 54 48
23 X X 2 0 2
22 X 0 1 1 STANDARD DEVIATION: 7 7 7 M.P.H.
21 X X 0 2 2
20 X 0 1 1 VARIANCE OF THE MEAN: 0.40 0.53 0.23
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.73 0.48 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
109 101 210

MERCED AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 12:56PM 1:20PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RAMONA BLVD AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3730 MERCED AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 X 1 0 1
48 0 0 0
47 X X 1 1 2
46 X 1 0 1
45 X 0 1 1
44 X X X X X X X 2 5 7
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X X X X X X 3 3 6
40 X X X 1 2 3 85TH %: 37 39 38 M.P.H.
39 X X X X 0 4 4
38 X X X X X X X X X 6 3 9 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X X 7 3 10
36 X X X X X X X X X X X X X X X X X X X X 10 10 20 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X 9 4 13 *
34 X X X X X X X X X X X X X X X 7 8 15 * 10 MPH PACE: 29 - 38 27 - 36 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 8 13 21 *
32 X X X X X X X X X X X X X X X X X X X X X X X X X X X 13 14 27 P % IN PACE: 79% 73% 75% 31 X X X X X X X X X X X X X X X 7 8 15 A
30 X X X X X X X X X X X X X X X 9 6 15 C % OVER PACE: 10% 24% 14% 29 X X X X X X X X X X X X 6 6 12 E
28 X X X X 1 3 4 * % UNDER PACE: 12% 4% 11%
27 X X X X X X X X X X X 6 5 11 *
26 X X X X X 4 1 5 * ARITHMETIC MEAN: 34 34 34 M.P.H. 25 X X 1 1 2
24 0 0 0 SAMPLE VARIANCE: 22 26 24
23 X X 0 2 2
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.25 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.50 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 106 210

MERCED AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 2:24PM 2:47PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): VINELAND AVE AND PUENTE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14340 MERCED AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X X 2 0 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 0 0 0
41 X X X 3 0 3
40 X X X 1 2 3 85TH %: 36 36 36 M.P.H.
39 X X X 1 2 3
38 X X X X X X 3 3 6 50TH %: 32 30 31 M.P.H.
37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 28 26 27 M.P.H. 35 X X X X X X X X X X X X 6 6 12 *
34 X X X X X X X X X X X 7 4 11 * 10 MPH PACE: 28 - 37 25 - 34 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 13 7 20 *
32 X X X X X X X X X X X X X X X X X X X X 12 8 20 P % IN PACE: 83% 73% 75% 31 X X X X X X X X X X X X X X X X X X X X X X X X 17 7 24 A 30 X X X X X X X X X X X X X X X X X X 8 10 18 C % OVER PACE: 8% 25% 8% 29 X X X X X X X X X X X X X X X X X X X X X X X X X X 10 16 26 E 28 X X X X X X X X X X X X X X X 8 7 15 * % UNDER PACE: 8% 3% 17% 27 X X X X X X X X X X X X X X X X 7 9 16 *
26 X X X X X X X X X X X X X 3 10 13 * ARITHMETIC MEAN: 32 31 32 M.P.H. 25 X X X X X X X X 0 8 8
24 X X X 0 3 3 SAMPLE VARIANCE: 14 19 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.12 0.16 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.40 0.27 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
118 118 236

MERCED AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 9:05AM 9:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN PARK BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14515 OLIVE ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 X 0 1 1
49 X X 0 2 2
48 0 0 0
47 X X 1 1 2
46 X X 2 0 2
45 X 0 1 1
44 X X X X X X 1 5 6
43 X X X X X X X 3 4 7 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X 6 5 11
41 X X 1 1 2
40 X X X X X X X X 4 4 8 85TH %: 40 42 41 M.P.H.
39 X X X X X X X X X X X 5 6 11
38 X X X X X X X X X X X 3 8 11 50TH %: 33 35 34 M.P.H. 37 X X X X X X X X X X X X X X 5 9 14
36 X X X X X X X X X X X X X X 6 8 14 15TH %: 28 29 28 M.P.H. 35 X X X X X X X X X X X X X X X X X X 10 8 18 *
34 X X X X X X X X X X X X 4 8 12 * 10 MPH PACE: 28 - 37 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 9 5 14 *
32 X X X X X X X X X X X X X X X X X X 10 8 18 P % IN PACE: 64% 64% 63% 31 X X X X X X X X X X X X X X X X X X X 9 10 19 A
30 X X X X X X X X X X X X X X 9 5 14 C % OVER PACE: 24% 21% 19% 29 X X X X X X X 5 2 7 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 12% 15% 19%
27 X X 1 1 2 *
26 X X X 2 1 3 * ARITHMETIC MEAN: 33 35 34 M.P.H.
25 0 0 0
24 X X X 2 1 3 SAMPLE VARIANCE: 42 45 44
23 X X X X X 0 5 5
22 X X X X 4 0 4 STANDARD DEVIATION: 6 7 7 M.P.H.
21 X X X 2 1 3
20 X 1 0 1 VARIANCE OF THE MEAN: 0.36 0.38 0.19
19 X X 0 2 2
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.60 0.62 0.43 M.P.H. 17 X 0 1 1
16 X X 2 0 2
15 0 0 0
114 118 232
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO

OLIVE STREET
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 9:55AM 10:56AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14077 OLIVE ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 X 0 1 1
47 X X 1 1 2
46 X 1 0 1
45 X 1 0 1
44 X X X X 1 3 4
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X 3 3 6
41 X X X X X X X X X X 6 4 10
40 X X X X X X 2 4 6 85TH %: 39 39 39 M.P.H.
39 X X X X X X X 2 5 7
38 X X X X X X X X X X X X X X X X 7 9 16 50TH %: 33 34 34 M.P.H. 37 X X X X X X X X X X X X X X X 8 7 15
36 X X X X X X X X X X X 5 6 11 15TH %: 27 29 28 M.P.H. 35 X X X X X X X X X X 3 7 10 *
34 X X X X X X X X X X X X X X X X X X X X 12 8 20 * 10 MPH PACE: 28 - 37 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X 6 8 14 *
32 X X X X X X X X X X X X X X X X X X 7 11 18 P % IN PACE: 60% 67% 63% 31 X X X X X X X X X X X X 7 5 12 A
30 X X X X X X X X X X X X 4 8 12 C % OVER PACE: 22% 20% 18% 29 X X X X X X X X X X X 5 6 11 E
28 X X X X X X X X X X X 8 3 11 * % UNDER PACE: 18% 13% 19% 27 X X X X X X X X X X 8 2 10 *
26 0 0 0 * ARITHMETIC MEAN: 33 34 33 M.P.H.
25 X X X 2 1 3
24 X X 1 1 2 SAMPLE VARIANCE: 39 40 39
23 X 0 1 1
22 X X 2 0 2 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 0 1 1
20 X 1 0 1 VARIANCE OF THE MEAN: 0.36 0.36 0.18
19 X X X X 2 2 4
18 X X X X X 3 2 5 STD. ERROR OF THE MEAN: 0.60 0.60 0.42 M.P.H. 17 X 0 1 1
16 X 0 1 1
15 0 0 0
108 112 220

OLIVE STREET
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 12:33PM 12:51PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BIG DALTON AVE AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14848 PACIFIC AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X 1 0 1
40 X X X X X X X 5 2 7 85TH %: 37 35 36 M.P.H.
39 X X X X X X 5 1 6
38 X X X X X X X 5 2 7 50TH %: 33 31 32 M.P.H.
37 X X X X X X 2 4 6
36 X X X X X X X X X X X X 8 4 12 15TH %: 29 28 28 M.P.H. 35 X X X X X X X X 5 3 8 *
34 X X X X X X X X X X X X X X X X X X X X X X X X X X 19 7 26 * 10 MPH PACE: 28 - 37 26 - 35 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 10 11 21 * 32 X X X X X X X X X X X X X X X X X X X 7 12 19 P % IN PACE: 81% 85% 82% 31 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 A 30 X X X X X X X X X X X X X X X X X X X X X X X X 11 13 24 C % OVER PACE: 15% 15% 14% 29 X X X X X X X X X X X X X X X X 7 9 16 E
28 X X X X X X X X X X X X X X X X X X 7 11 18 * % UNDER PACE: 5% 0% 4% 27 X X X X X X X X X X X X 2 10 12 *
26 X X X X X X X X 3 5 8 * ARITHMETIC MEAN: 33 32 32 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 13 15 14
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.12 0.14 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.37 0.26 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
109 107 216

PACIFIC AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 12:53PM 1:16PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RAMONA BLVD AND BIG DALTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14623 PACIFIC AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 0 0 0
45 X 0 1 1
44 X X 1 1 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X X 2 2 4
41 X X X X 3 1 4
40 X X X X 2 2 4 85TH %: 37 38 37 M.P.H.
39 X X X X X X X X X 4 5 9
38 X X X X X X 2 4 6 50TH %: 33 32 33 M.P.H.
37 X X X X X X X X X X X X X 6 7 13
36 X X X X X X X X X X X X X X X 10 5 15 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 12 7 19 *
34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X 6 8 14 *
32 X X X X X X X X X X X X X X X X X X X X X X X X 12 12 24 P % IN PACE: 84% 78% 81% 31 X X X X X X X X X X X X X X X X 10 6 16 A
30 X X X X X X X X X X X X X X X X X X X X 10 10 20 C % OVER PACE: 13% 16% 15% 29 X X X X X X X X X X X X X X X X X X X X X X X X 9 15 24 E 28 X X X X X X X X X X X 5 6 11 * % UNDER PACE: 3% 7% 5% 27 X X X X X X X X X X 3 7 10 *
26 0 0 0 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 14 19 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.14 0.18 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.42 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
105 107 212

PACIFIC AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 9:24AM 9:46AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MERCED AVE AND ROOT ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 346 PUENTE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 X X 1 1 2
49 X X X X X 2 3 5
48 X X X 1 2 3
47 X 1 0 1
46 X X X 3 0 3
45 X X X 2 1 3
44 X X X X X 3 2 5
43 X X X X 1 3 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X 5 0 5
41 X X X X X X X X X 3 6 9
40 X X X X X X X X X X X X X X X X X X X X 9 11 20 85TH %: 42 41 42 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X 10 10 20
38 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X 9 9 18
36 X X X X X X X X X X X X X 6 7 13 15TH %: 32 32 32 M.P.H. 35 X X X X X X X X X X X X X 6 7 13 *
34 X X X X X X X X X X X X 7 5 12 * 10 MPH PACE: 32 - 41 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 68% 73% 71% 31 X X X X X X X X 3 5 8 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 19% 13% 16%
29 X X X 1 2 3 E
28 X X X X 3 1 4 * % UNDER PACE: 13% 14% 13%
27 X X X 1 2 3 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 27 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.26 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.51 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 104 208

PUENTE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
CLOUDY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 10:51AM 11:49AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROOT ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3913 PUENTE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 X 1 0 1
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 1 1 2
41 X X X X 2 2 4
40 X 1 0 1 85TH %: 35 35 35 M.P.H.
39 X X X 1 2 3
38 X X X X 1 3 4 50TH %: 30 30 30 M.P.H.
37 X X X X X X 4 2 6
36 X X X X X X X X 3 5 8 15TH %: 27 26 26 M.P.H.
35 X X X X X X X X X X X 6 5 11 *
34 X X X X X X X X X X X X 4 8 12 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 10 10 20 *
32 X X X X X X X X X X X X X X X X X X X 9 10 19 P % IN PACE: 76% 75% 75% 31 X X X X X X X X X X X X X 9 4 13 A
30 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 C % OVER PACE: 14% 14% 14% 29 X X X X X X X X X X X X X X X X X X 9 9 18 E
28 X X X X X X X X X X X X X X X 7 8 15 * % UNDER PACE: 10% 11% 11% 27 X X X X X X X X X X X X X X X X X X 10 8 18 *
26 X X X X X X X X X X X X X X X 4 11 15 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X X X X X 4 2 6
24 X X X X X X 2 4 6 SAMPLE VARIANCE: 23 21 22
23 X X X X 1 3 4
22 X X 1 1 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X X X 2 2 4
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.19 0.10
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.46 0.44 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
107 109 216

PUENTE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 9:00AM 9:18AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND MERCED AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1813 PUENTE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 1 1 2
50 0 0 0
49 X X 1 1 2
48 X 0 1 1
47 X X 2 0 2
46 X X X 3 0 3
45 X X X X X 3 2 5
44 X X X X X X X X X 8 1 9
43 X X X X X X X X X 3 6 9 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 9 1 10
41 X X X X X X X X X 6 3 9
40 X X X X X X X X X X X X X X X X X 8 9 17 85TH %: 44 40 43 M.P.H. 39 X X X X X X X X X X X X 8 4 12
38 X X X X X X X X X X X X X X 6 8 14 50TH %: 37 36 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 8 14 22
36 X X X X X X X X X X X X X X X X X 6 11 17 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X X X 8 6 14 *
34 X X X X X X X X X X X X X X X X X X X X X X X X 11 13 24 * 10 MPH PACE: 33 - 42 31 - 40 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X 7 8 15 *
32 X X X X X X X 5 2 7 P % IN PACE: 63% 77% 67%
31 X X X X X X X X X X X X 5 7 12 A
30 X X X X X X X 3 4 7 C % OVER PACE: 20% 15% 16%
29 X X X X X X 3 3 6 E
28 X X X 1 2 3 * % UNDER PACE: 17% 8% 17%
27 X X X X 4 0 4 *
26 0 0 0 * ARITHMETIC MEAN: 38 36 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 34 20 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.19 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.43 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
122 107 229

PUENTE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
CLOUDY
DRY
FAIR
TO
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 3:46PM 4:18PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BADILLO ST AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 15003 RAMONA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 0 1 1
49 0 0 0
48 X X X X X 3 2 5
47 X X X X X 3 2 5
46 X X X X X 3 2 5
45 X X X 1 2 3
44 X X X 1 2 3
43 X X X X 1 3 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X 4 2 6
41 X X X X X X X 2 5 7
40 X X X X X X X X X X X X X X 10 4 14 85TH %: 42 41 42 M.P.H. 39 X X X X X X X 4 3 7
38 X X X X X X X X X X X X X X X X 8 8 16 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X 5 6 11
36 X X X X X X X X X X X X X X X X 6 10 16 15TH %: 30 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X 9 9 18 *
34 X X X X X X X X X X X 4 7 11 * 10 MPH PACE: 31 - 40 30 - 39 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X 8 7 15 *
32 X X X X X X X X X X X X X X X 7 8 15 P % IN PACE: 63% 72% 67% 31 X X X X X X X X X X X X X X X X X X 6 12 18 A
30 X X X X X X X X X X X 5 6 11 C % OVER PACE: 18% 24% 19% 29 X X X X X X X X 5 3 8 E
28 X X X X X 5 0 5 * % UNDER PACE: 19% 4% 14%
27 X X 2 0 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 36 36 36 M.P.H.
25 X X 2 0 2
24 X 1 0 1 SAMPLE VARIANCE: 34 26 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.25 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.50 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
106 105 211

RAMONA BOULEVARD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 3:14PM 3:36PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN PARK BLVD AND BADILLO ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14226 RAMONA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 1 0 1
40 X X 1 1 2 85TH %: 33 33 33 M.P.H.
39 X X X 1 2 3
38 X 0 1 1 50TH %: 28 28 28 M.P.H.
37 X X X 1 2 3
36 0 0 0 15TH %: 23 25 25 M.P.H.
35 X X X X X X 4 2 6 *
34 X X X X X X X X X X 5 5 10 * 10 MPH PACE: 23 - 32 24 - 33 23 - 32 M.P.H. 33 X X X X X X X X X 4 5 9 *
32 X X X X X X X X X X X X X X X X X X X 8 11 19 P % IN PACE: 77% 87% 80% 31 X X X X X X X X X X X X X X X X 8 8 16 A
30 X X X X X X X X X X X X X X X X X X X 7 12 19 C % OVER PACE: 16% 12% 16% 29 X X X X X X X X X X X X X X 10 4 14 E
28 X X X X X X X X X X X X X X X X X X X X X X X 9 14 23 * % UNDER PACE: 7% 1% 4% 27 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * 26 X X X X X X X X X X X X X X X 7 8 15 * ARITHMETIC MEAN: 28 29 29 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 7 12 19
24 X X X X X X X X X X X X X 6 7 13 SAMPLE VARIANCE: 19 14 16 23 X X X X X X X X X X 9 1 10
22 X X X X X 5 0 5 STANDARD DEVIATION: 4 4 4 M.P.H.
21 X X X 3 0 3
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.13 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.36 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
107 106 213

RAMONA BOULEVARD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 3:19PM 3:40PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): FRANCISQUITO AVE AND MERCED AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 13105 RAMONA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X X 1 2 3
49 X X X X 3 1 4
48 X X X X 1 3 4
47 0 0 0
46 X X X X 1 3 4
45 X X X X X 1 4 5
44 X X X X X X X X 2 6 8
43 X X X X X X X X X X 3 7 10 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X 6 9 15
41 X X X X X X X X X X X X X X 9 5 14
40 X X X X X X X X X 6 3 9 85TH %: 41 44 43 M.P.H.
39 X X X X X X X X X X 7 3 10
38 X X X X X X X X X X X X X 10 3 13 50TH %: 37 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 14 8 22
36 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 13 18 31 15TH %: 32 33 33 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
34 X X X X X X X X X X X X X X X X X X X X X X X X X X 14 12 26 * 10 MPH PACE: 32 - 41 34 - 43 33 - 42 M.P.H. 33 X X X X X X X X X X X X 5 7 12 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 76% 64% 69% 31 X X X X X X X X 4 4 8 A
30 X X X X X X 2 4 6 C % OVER PACE: 15% 17% 17%
29 X X X X X 4 1 5 E
28 X 1 0 1 * % UNDER PACE: 9% 19% 14%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 37 38 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 29 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.24 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.49 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
125 123 248

RAMONA BOULEVARD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 2:57PM 3:14PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): I-605 AND FRANCISQUITO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 13001 RAMONA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X X 2 0 2
47 X X X X 3 1 4
46 0 0 0
45 X X X X 2 2 4
44 X X X X 2 2 4
43 X X X X 1 3 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X 2 4 6
41 X X X X X 3 2 5
40 X X X X X X X X X 3 6 9 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X X X X X X X X X X X 6 13 19
38 X X X X X X X X X X X X X X X X X X X X X 11 10 21 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X 14 7 21
36 X X X X X X X X X X X X X X X X X X X X X X X X 17 7 24 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X 12 9 21 *
34 X X X X X X X X X X 4 6 10 * 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X X X 12 5 17 *
32 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 P % IN PACE: 82% 81% 81% 31 X X X X X X X X X X X X X X X 5 10 15 A
30 X X X X X X X X X 3 6 9 C % OVER PACE: 15% 13% 14%
29 X 1 0 1 E
28 0 0 0 * % UNDER PACE: 3% 6% 5%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 37 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 17 18
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.16 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.40 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
116 104 220

RAMONA BOULEVARD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 2:48PM 3:07PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MERCED AVE AND BALDWIN PARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 14001 RAMONA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 0 0 0
49 0 0 0
48 X X 0 2 2
47 X 0 1 1
46 X 1 0 1
45 X X X 2 1 3
44 X X 1 1 2
43 X X X X X 2 3 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X 2 0 2
41 X X X 1 2 3
40 X X X X X X X X 4 4 8 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X X X 8 4 12
38 X X X X X X X X X X X X X X X X X 6 11 17 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 9 13 22
36 X X X X X X X X X X X X X X X X X 10 7 17 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X 11 13 24 * 34 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 * 10 MPH PACE: 31 - 40 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 11 8 19 *
32 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 P % IN PACE: 82% 83% 82% 31 X X X X X X X X X X 5 5 10 A
30 X X X X X X X X X X X 3 8 11 C % OVER PACE: 8% 14% 13% 29 X X X X X 4 1 5 E
28 X X 1 1 2 * % UNDER PACE: 9% 3% 5%
27 X X X 2 1 3 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 15 19 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.14 0.18 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.38 0.42 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
107 107 214

RAMONA BOULEVARD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 9:29AM 10:07AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BROOKS DR AND LIVE OAK AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4920 RIVERGRADE RD
63 X 0 1 1
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 1 0 1
59 X 1 0 1 COMMENTS: WEATHER:
58 0 0 0
57 X X 1 1 2 ROAD SURFACE:
56 X X X X 1 3 4
55 0 0 0 ROAD CONDITION:
54 X X X X X 3 2 5
53 X X X X X X 4 2 6 DATA COLLECTION METHOD:
52 X X X X X X X X X X 7 3 10
51 X X X X X X X 6 1 7
50 X X X X X X 5 1 6
49 X X X X X X X X X X 6 4 10
48 X X X X X X 3 3 6
47 X X X X X X X X X X X X X X X X X X 5 13 18
46 X X X X X X X X X X X X 6 6 12
45 X X X X X X X X X X X X X X 6 8 14
44 X X X X X X X X X X X X X X X X X X 8 10 18
43 X X X X X X X X X X X X X X X X X X X X X 14 7 21 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 10 1 11
41 X X X X X X X X X X X X 7 5 12
40 X X X X X X X X X 5 4 9 85TH %: 51 49 51 M.P.H.
39 X X X X X 3 2 5
38 X X X X X X X X X 6 3 9 50TH %: 43 44 44 M.P.H.
37 X X X X X X X X X X X 7 4 11
36 X X X X X X X 4 3 7 15TH %: 37 36 37 M.P.H.
35 X X X X X X X X 6 2 8 *
34 X X X X X 2 3 5 * 10 MPH PACE: 37 - 46 40 - 49 40 - 49 M.P.H. 33 X X X X 1 3 4 *
32 X X X X 2 2 4 P % IN PACE: 55% 60% 56%
31 X X X 0 3 3 A
30 0 0 0 C % OVER PACE: 33% 15% 19%
29 X X 1 1 2 E
28 0 0 0 * % UNDER PACE: 12% 25% 25%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 44 44 44 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 39 46 42
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 7 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.46 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.67 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
131 102 233

RIVERGRADE ROAD
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 05/27/21 DAY: Thursday TIME PERIOD: 9:51AM 10:44AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): PUENTE ST AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 15050 ROOT ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X 1 0 1
48 X 0 1 1
47 X X 0 2 2
46 X 0 1 1
45 X X X 1 2 3
44 X X 1 1 2
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X 4 3 7
41 X X X X X X X X X X X X X 5 8 13
40 X X X X X X X X X X X X X X X X X X X 11 8 19 85TH %: 40 41 41 M.P.H. 39 X X X X X X X X X X X X X X X 10 5 15
38 X X X X X X X X X X X X X X X 9 6 15 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 36 X X X X X X X X X X X X X X X X X X X 11 8 19 15TH %: 33 32 33 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X X X 11 15 26 * 34 X X X X X X X X X X X X X X X X 9 7 16 * 10 MPH PACE: 31 - 40 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 86% 77% 81% 31 X X X X X X X X X X 6 4 10 A
30 X X 2 0 2 C % OVER PACE: 12% 12% 10%
29 X X X 0 3 3 E
28 X 0 1 1 * % UNDER PACE: 2% 11% 9%
27 X X 0 2 2 *
26 0 0 0 * ARITHMETIC MEAN: 37 36 36 M.P.H.
25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: 13 23 18
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.12 0.20 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.34 0.45 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
110 111 221

ROOT STREET
RADAR

CITY OF BALDWIN PARK
CARLOS

PARTLY CLOUD
DRY
FAIR
TO
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 10:58AM 11:56AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LIVE OAK AVE AND OLIVE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 5055 STEWART AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 0 1 1
47 0 0 0
46 0 0 0
45 X X 0 2 2
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 0 2 2
41 X X X X 1 3 4
40 X X 0 2 2 85TH %: 35 38 37 M.P.H.
39 X X X X 1 3 4
38 X X X X X X X X 1 7 8 50TH %: 30 33 31 M.P.H.
37 X X X X X X X X X X 4 6 10
36 X X X X X X X X X X 3 7 10 15TH %: 25 25 25 M.P.H. 35 X X X X X X X X X X X X X 6 7 13 *
34 X X X X X X X X X X X 5 6 11 * 10 MPH PACE: 25 - 34 29 - 38 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 8 11 19 *
32 X X X X X X X X X X X X X X X X X X X X 13 7 20 P % IN PACE: 71% 61% 61% 31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X X X X X X 8 8 16 C % OVER PACE: 16% 12% 11% 29 X X X X X X X X X X 6 4 10 E
28 X X X X X X X X X X 6 4 10 * % UNDER PACE: 14% 27% 28% 27 X X X X X X X X X X 7 3 10 *
26 X X X X X X X X X X 6 4 10 * ARITHMETIC MEAN: 30 32 31 M.P.H. 25 X X X X X X X X X X X 7 4 11
24 X X X X X X X X X X X 5 6 11 SAMPLE VARIANCE: 20 35 29 23 X X X X X X X X X 5 4 9
22 X X X X 1 3 4 STANDARD DEVIATION: 4 6 5 M.P.H.
21 X X X 3 0 3
20 X X 0 2 2 VARIANCE OF THE MEAN: 0.19 0.31 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.56 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
103 110 213

STEWART AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS

PARTLY CLOUD
DRY
FAIR
TO
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 1:08PM 1:59PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4141 STEWART AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X X 2 0 2 85TH %: 33 32 33 M.P.H.
39 X X 1 1 2
38 X 1 0 1 50TH %: 28 28 28 M.P.H.
37 X X X X 3 1 4
36 X X X 2 1 3 15TH %: 23 23 23 M.P.H.
35 X X X X X X X X 3 5 8 *
34 X X X X 4 0 4 * 10 MPH PACE: 25 - 34 24 - 33 24 - 33 M.P.H. 33 X X X X X X X X X X X X X X 6 8 14 *
32 X X X X X X X X X X X X 8 4 12 P % IN PACE: 69% 78% 73% 31 X X X X X X X X X X X X X X X 6 9 15 A
30 X X X X X X X X X X X X X X X X X X 8 10 18 C % OVER PACE: 10% 7% 11% 29 X X X X X X X X X X X X X X X X X X X X X X X X 13 11 24 E 28 X X X X X X X X X X X X X X X X X X X X 11 9 20 * % UNDER PACE: 21% 15% 16% 27 X X X X X X X X X X X X X X X X X X 8 10 18 *
26 X X X X X X X X X X X X X X 7 7 14 * ARITHMETIC MEAN: 28 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X 8 8 16
24 X X X X X X X X X X X X 4 8 12 SAMPLE VARIANCE: 22 17 20 23 X X X X X X X X X X X X X X 6 8 14
22 X X X X X X X X X X X X 8 4 12 STANDARD DEVIATION: 5 4 4 M.P.H. 21 X X X X 3 1 4
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.16 0.09
19 X X X X 2 2 4
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.44 0.40 0.30 M.P.H. 17 X 0 1 1
16 0 0 0
15 0 0 0
115 108 223

STEWART AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 11:59AM 1:04PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4641 STEWART AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X X 1 1 2
40 X 1 0 1 85TH %: 32 35 34 M.P.H.
39 X X X 0 3 3
38 X X X X X 0 5 5 50TH %: 28 28 28 M.P.H.
37 X X 0 2 2
36 X X X X X 1 4 5 15TH %: 23 22 23 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X X X X X X X X X 6 8 14 * 10 MPH PACE: 23 - 32 22 - 31 22 - 31 M.P.H. 33 X X X X 4 0 4 *
32 X X X X X X X X 5 3 8 P % IN PACE: 75% 61% 67%
31 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 A 30 X X X X X X X X X X X X X X X X X X 10 8 18 C % OVER PACE: 15% 29% 25% 29 X X X X X X X X X X X X X 7 6 13 E
28 X X X X X X X X X X X X X X X X X X X X 9 11 20 * % UNDER PACE: 9% 10% 8% 27 X X X X X X X X X X X X X 7 6 13 *
26 X X X X X X X X X X X X X X 6 8 14 * ARITHMETIC MEAN: 28 29 29 M.P.H. 25 X X X X X X X X X X 6 4 10
24 X X X X X X X X X X X 5 6 11 SAMPLE VARIANCE: 19 32 26 23 X X X X X X X X X X X X X X X X 11 5 16
22 X X X X X X X X X 3 6 9 STANDARD DEVIATION: 4 6 5 M.P.H. 21 X X X X X X X X X 4 5 9
20 X X X X X X X 2 5 7 VARIANCE OF THE MEAN: 0.18 0.28 0.12 19 X X 1 1 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.53 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
106 113 219

STEWART AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 12:16PM 1:22PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BESS AVE AND RAMONA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3349 SYRACUSE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 2 1 3
41 X 0 1 1
40 X X X X X X X 3 4 7 85TH %: 34 37 35 M.P.H.
39 X X X X X X X X 0 8 8
38 X X 0 2 2 50TH %: 28 29 29 M.P.H.
37 X X X X X X 2 4 6
36 X X X 0 3 3 15TH %: 24 25 24 M.P.H.
35 X X X X X X X X 3 5 8 *
34 X X X X X X X X X X X X X 7 6 13 * 10 MPH PACE: 25 - 34 24 - 33 25 - 34 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X X X 8 3 11 P % IN PACE: 73% 66% 69% 31 X X X X X X X X X X X X X X X X 8 8 16 A
30 X X X X X X X X X X X X X X X X 2 14 16 C % OVER PACE: 10% 27% 17% 29 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 E 28 X X X X X X X X X X X X X X 7 7 14 * % UNDER PACE: 17% 8% 15% 27 X X X X X X X X X X X X X X X X X X X X X X X X X 10 15 25 * 26 X X X X X X X X X X X X X X X X X 6 11 17 * ARITHMETIC MEAN: 29 30 30 M.P.H. 25 X X X X X X X X X X X X X X X X X X 12 6 18
24 X X X X X X X X X X X X X 6 7 13 SAMPLE VARIANCE: 23 33 29 23 X X X X X X X X X X 5 5 10
22 X X X 2 1 3 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X X X X 4 0 4
20 X X X 0 3 3 VARIANCE OF THE MEAN: 0.22 0.25 0.12
19 X X 1 1 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.50 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
104 132 236

SYRACUSE AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 3:29PM 4:01PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MERCED AVE AND PACIFIC AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3461 VINELAND AVE
63 0 0 0
62 X 0 1 1
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X 1 0 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X X X 2 1 3
43 X X 2 0 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X X X 2 2 4
40 X X X X X X X 4 3 7 85TH %: 38 37 37 M.P.H.
39 X X X X X 2 3 5
38 X X X X X X 3 3 6 50TH %: 34 33 33 M.P.H.
37 X X X X X X X X X X X 7 4 11
36 X X X X X X X X X X X X X X X X X 9 8 17 15TH %: 30 29 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 8 12 20 *
34 X X X X X X X X X X X X X X X X X X X 15 4 19 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 10 18 28 * 32 X X X X X X X X X X X X X X X X X X X X 9 11 20 P % IN PACE: 78% 77% 78% 31 X X X X X X X X X X X X X X X X X X X X X X X X 14 10 24 A 30 X X X X X X X X X 4 5 9 C % OVER PACE: 16% 14% 15%
29 X X X X X X 3 3 6 E
28 X X X X X X X X 4 4 8 * % UNDER PACE: 6% 9% 7%
27 X X X 2 1 3 *
26 X X 1 1 2 * ARITHMETIC MEAN: 34 33 34 M.P.H.
25 X X X 0 3 3
24 X X 1 1 2 SAMPLE VARIANCE: 21 26 24
23 X X 1 1 2
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X 1 1 2
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.26 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.51 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
106 102 208

VINELAND AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/03/21 DAY: Thursday TIME PERIOD: 2:16PM 2:59PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC AVE AND BADILLO ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3956 VINELAND AVE
63 X 1 0 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X X 2 0 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 0 0 0
41 X X X 3 0 3
40 X X 2 0 2 85TH %: 37 35 36 M.P.H.
39 X X X X X X X X 6 2 8
38 X X X X X 1 4 5 50TH %: 31 30 30 M.P.H.
37 X X X X X X X X 6 2 8
36 X X X X X X X X X X X X X X 8 6 14 15TH %: 24 25 25 M.P.H. 35 X X X X X X X X X X X X X X X X 12 4 16 *
34 X X X X X X X X X X X X X X X X X 10 7 17 * 10 MPH PACE: 28 - 37 25 - 34 27 - 36 M.P.H. 33 X X X X X X X X X X X X 4 8 12 *
32 X X X X X X X X X X X X X X X X 11 5 16 P % IN PACE: 66% 74% 67% 31 X X X X X X X X X 3 6 9 A
30 X X X X X X X X X X X X X X X X X X X X X X X X X 15 10 25 C % OVER PACE: 11% 17% 12% 29 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 E 28 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * % UNDER PACE: 23% 9% 21% 27 X X X X X X X X X X 3 7 10 *
26 X X X X X X X X X 3 6 9 * ARITHMETIC MEAN: 31 30 31 M.P.H. 25 X X X X X X X X X 3 6 9
24 X X X X X X X X X X X 6 5 11 SAMPLE VARIANCE: 38 18 29 23 X X X X X X X 4 3 7
22 X X X X 3 1 4 STANDARD DEVIATION: 6 4 5 M.P.H.
21 X X X 3 0 3
20 X X X X X X X 6 1 7 VARIANCE OF THE MEAN: 0.28 0.17 0.12 19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.41 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
136 107 243

VINELAND AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 2:51PM 3:25PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND MERCED AVE 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: 3271 VINELAND AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X 1 0 1
47 0 0 0
46 0 0 0
45 X X 2 0 2
44 X X 1 1 2
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 3 3 6
41 X X X X X X X 4 3 7
40 X X X X X 4 1 5 85TH %: 40 39 39 M.P.H.
39 X X X X X X X X X X X 5 6 11
38 X X X X X X X X X X X X X 9 4 13 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X 8 12 20
36 X X X X X X X X X X X X X X X X X 7 10 17 15TH %: 30 29 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 8 12 20 *
34 X X X X X X X X X X X X X X X X X X X 7 12 19 * 10 MPH PACE: 30 - 39 31 - 40 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * 32 X X X X X X X 3 4 7 P % IN PACE: 71% 74% 72%
31 X X X X X X X X X X X X 8 4 12 A
30 X X X X X X X 6 1 7 C % OVER PACE: 18% 11% 15%
29 X X X X X X 2 4 6 E
28 X X X X X X 2 4 6 * % UNDER PACE: 12% 16% 13%
27 X X X X X X X 5 2 7 *
26 X X X X X 2 3 5 * ARITHMETIC MEAN: 35 35 35 M.P.H. 25 0 0 0
24 X 0 1 1 SAMPLE VARIANCE: 33 21 27
23 X 1 0 1
22 X 0 1 1 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.20 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.45 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
102 103 205

VINELAND AVENUE
RADAR

CITY OF BALDWIN PARK
CARLOS
SUNNY
DRY
FAIR
TO
City Traffic Counters
www.ctcounters.com
Badillo Street
Btwn Ramona Blvd & East City Limit

Page 1 ends

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 96 17 98
12:15 13 143 9 89
12:30 8 101 15 102
12:45 15 131 48 471 19 129 60 418 108 889
01:00 5 122 13 115
01:15 6 128 7 105
01:30 5 141 89 7
01:45 5 130 21 521 8 95 36 412 57 933
02:00 11 145 59 4
02:15 10 129 7 128
02:30 8 161 11 103
02:45 9 179 38 614 10 89 33 414 71 1028
03:00 8 142 5 106
03:15 7 198 6 115
03:30 14 183 9 119
03:45 21 173 50 696 12 104 32 444 82 1140
04:00 12 214 6 134
04:15 11 183 11 113
04:30 15 207 20 81
04:45 25 226 63 830 14 116 51 444 114 1274
05:00 23 181 15 120
05:15 14 201 19 100
05:30 33 188 36 123
05:45 32 157 102 727 59 115 129 458 231 1185
06:00 29 162 42 158
06:15 43 146 48 140
06:30 49 138 61 91
06:45 72 124 193 570 93 78 244 467 437 1037
07:00 50 100 85 82
07:15 54 112 133 89
07:30 86 82 132 83
07:45 84 88 274 382 119 73 469 327 743 709
08:00 77 76 125 80
08:15 74 69 87 68
08:30 86 80 94 85
08:45 86 93 323 318 94 60 400 293 723 611
09:00 75 63 96 67
09:15 86 69 96 51
09:30 111 59 88 50
09:45 107 67 379 258 96 41 376 209 755 467
10:00 85 54 87 51
10:15 82 35 86 40
10:30 92 32 91 29
10:45 90 28 349 149 107 19 371 139 720 288
11:00 97 31 81 32
11:15 112 14 88 22
11:30 96 21 86 31
11:45 124 33 429 99 104 14 359 99 788 198
Total 2269 5635 2560 4124 4829 9759
Percent 28.7% 71.3% 38.3% 61.7% 33.1% 66.9%
Grand
Total 2269 5635 2560 4124 4829 9759
Percent 28.7% 71.3% 38.3% 61.7% 33.1% 66.9%
ADT ADT 14,588 AADT 14,588
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Francisquito Ave & I-10 Frwy

Page 1 ends

Start 25-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 31 161 45 186
12:15 35 148 32 193
12:30 27 236 36 211
12:45 23 198 116 743 23 175 136 765 252 1508
01:00 23 160 27 162
01:15 7 163 26 142
01:30 18 186 24 156
01:45 13 177 61 686 14 154 91 614 152 1300
02:00 16 161 16 185
02:15 20 159 15 155
02:30 27 187 19 189
02:45 15 148 78 655 13 217 63 746 141 1401
03:00 31 153 16 203
03:15 37 171 15 206
03:30 32 141 9 177
03:45 33 157 133 622 23 194 63 780 196 1402
04:00 47 146 11 214
04:15 68 137 8 208
04:30 61 147 32 209
04:45 85 156 261 586 39 233 90 864 351 1450
05:00 76 157 34 198
05:15 98 176 33 189
05:30 122 167 35 199
05:45 99 146 395 646 47 199 149 785 544 1431
06:00 123 161 60 195
06:15 149 175 42 159
06:30 159 149 70 199
06:45 181 118 612 603 65 173 237 726 849 1329
07:00 143 118 67 127
07:15 182 129 66 147
07:30 219 116 100 124
07:45 248 101 792 464 135 143 368 541 1160 1005
08:00 220 132 122 112
08:15 237 88 78 111
08:30 216 120 99 114
08:45 203 109 876 449 89 102 388 439 1264 888
09:00 194 93 118 106
09:15 176 89 136 106
09:30 161 96 125 89
09:45 161 82 692 360 121 74 500 375 1192 735
10:00 136 74 121 95
10:15 159 63 126 71
10:30 177 80 127 74
10:45 167 52 639 269 127 80 501 320 1140 589
11:00 135 63 168 86
11:15 136 47 170 89
11:30 141 35 138 61
11:45 174 26 586 171 151 49 627 285 1213 456
Total 5241 6254 3213 7240 8454 13494
Percent 45.6% 54.4% 30.7% 69.3% 38.5% 61.5%
Grand
Total 5241 6254 3213 7240 8454 13494
Percent 45.6% 54.4% 30.7% 69.3% 38.5% 61.5%
ADT ADT 21,948 AADT 21,948
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn I-10 Frwy & South City Limit

Page 1 ends

Start 25-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 42 277 43 221
12:15 35 253 31 182
12:30 60 249 30 174
12:45 26 214 163 993 32 225 136 802 299 1795
01:00 69 205 35 187
01:15 60 165 28 207
01:30 53 182 37 227
01:45 33 202 215 754 18 209 118 830 333 1584
02:00 30 229 39 187
02:15 33 219 31 169
02:30 47 261 34 209
02:45 26 231 136 940 54 183 158 748 294 1688
03:00 28 242 41 184
03:15 30 229 41 164
03:30 34 213 53 177
03:45 34 239 126 923 42 167 177 692 303 1615
04:00 28 189 58 152
04:15 45 193 59 162
04:30 63 234 73 142
04:45 51 281 187 897 100 172 290 628 477 1525
05:00 74 246 70 167
05:15 83 275 100 161
05:30 100 252 106 190
05:45 97 185 354 958 103 136 379 654 733 1612
06:00 135 183 105 123
06:15 104 159 91 156
06:30 163 193 95 129
06:45 115 156 517 691 143 140 434 548 951 1239
07:00 178 160 100 99
07:15 180 138 142 99
07:30 189 127 160 107
07:45 189 134 736 559 188 99 590 404 1326 963
08:00 206 107 194 109
08:15 176 99 246 84
08:30 179 97 214 85
08:45 194 80 755 383 227 103 881 381 1636 764
09:00 227 103 204 60
09:15 336 83 197 49
09:30 195 76 193 84
09:45 210 71 968 333 171 61 765 254 1733 587
10:00 235 85 192 58
10:15 201 67 200 57
10:30 187 94 201 60
10:45 182 74 805 320 216 47 809 222 1614 542
11:00 228 87 185 55
11:15 201 75 196 50
11:30 197 72 218 31
11:45 196 52 822 286 211 29 810 165 1632 451
Total 5784 8037 5547 6328 11331 14365
Percent 41.8% 58.2% 46.7% 53.3% 44.1% 55.9%
Grand
Total 5784 8037 5547 6328 11331 14365
Percent 41.8% 58.2% 46.7% 53.3% 44.1% 55.9%
ADT ADT 25,696 AADT 25,696
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Live Oak Ave & Olive St

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 58 11 48
12:15 0 62 14 47
12:30 1 59 85 8
12:45 0 49 2 228 6 57 39 210 41 438
01:00 0 68 55 2
01:15 1 55 5 69
01:30 0 88 56 2
01:45 1 65 2 276 5 65 20 248 22 524
02:00 0 61 86 2
02:15 0 53 2 80
02:30 2 63 5 120
02:45 1 46 3 223 2 79 17 341 20 564
03:00 0 50 76 7
03:15 0 60 4 91
03:30 2 69 49 2
03:45 3 49 5 228 8 86 23 336 28 564
04:00 1 57 12 93
04:15 2 56 11 91
04:30 4 46 10 106
04:45 10 52 17 211 13 95 46 385 63 596
05:00 8 46 16 97
05:15 13 67 15 125
05:30 16 61 20 101
05:45 18 42 55 216 16 94 67 417 122 633
06:00 73 60 23 95
06:15 64 68 27 70
06:30 92 54 30 57
06:45 84 50 313 232 34 66 114 288 427 520
07:00 56 53 35 51
07:15 82 37 50 43
07:30 82 47 39 41
07:45 94 28 314 165 62 52 186 187 500 352
08:00 83 32 60 43
08:15 66 37 55 50
08:30 71 35 58 48
08:45 57 35 277 139 48 29 221 170 498 309
09:00 66 30 44 24
09:15 66 23 32 32
09:30 65 25 44 24
09:45 54 17 251 95 41 23 161 103 412 198
10:00 55 25 36 21
10:15 57 14 44 30
10:30 52 13 44 22
10:45 58 18 222 70 54 21 178 94 400 164
11:00 63 11 40 19
11:15 60 10 36 13
11:30 49 10 50 12
11:45 64 15 236 46 53 7 179 51 415 97
Total 1697 2129 1251 2830 2948 4959
Percent 44.4% 55.6% 30.7% 69.3% 37.3% 62.7%
Grand
Total 1697 2129 1251 2830 2948 4959
Percent 44.4% 55.6% 30.7% 69.3% 37.3% 62.7%
ADT ADT 7,907 AADT 7,907
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Los Angeles St & Ramona Blvd

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 80 13 103
12:15 10 102 10 94
12:30 14 112 13 153
12:45 8 106 44 400 8 131 44 481 88 881
01:00 7 87 6 115
01:15 3 113 7 94
01:30 10 93 8 120
01:45 5 97 25 390 6 108 27 437 52 827
02:00 5 100 8 101
02:15 6 103 7 109
02:30 14 86 7 152
02:45 7 98 32 387 8 133 30 495 62 882
03:00 9 114 9 116
03:15 5 120 6 113
03:30 11 93 11 122
03:45 10 96 35 423 10 105 36 456 71 879
04:00 9 110 25 131
04:15 12 103 19 138
04:30 23 122 24 130
04:45 26 112 70 447 26 138 94 537 164 984
05:00 24 109 38 132
05:15 50 120 42 141
05:30 43 139 41 146
05:45 48 106 165 474 52 124 173 543 338 1017
06:00 35 118 62 130
06:15 49 86 65 108
06:30 61 108 66 100
06:45 64 86 209 398 67 88 260 426 469 824
07:00 71 87 82 80
07:15 76 82 88 87
07:30 81 89 121 65
07:45 111 57 339 315 125 96 416 328 755 643
08:00 77 77 134 74
08:15 81 72 103 69
08:30 92 60 94 56
08:45 51 63 301 272 94 55 425 254 726 526
09:00 69 40 75 46
09:15 78 58 78 38
09:30 86 44 96 42
09:45 69 62 302 204 88 31 337 157 639 361
10:00 58 28 77 32
10:15 79 32 75 39
10:30 60 45 66 31
10:45 76 36 273 141 92 26 310 128 583 269
11:00 63 28 71 31
11:15 84 17 91 22
11:30 63 18 76 16
11:45 91 22 301 85 99 12 337 81 638 166
Total 2096 3936 2489 4323 4585 8259
Percent 34.7% 65.3% 36.5% 63.5% 35.7% 64.3%
Grand
Total 2096 3936 2489 4323 4585 8259
Percent 34.7% 65.3% 36.5% 63.5% 35.7% 64.3%
ADT ADT 12,844 AADT 12,844
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Merced Ave & Francisquito Ave

Page 1 ends

Start 25-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 30 127 21 134
12:15 25 154 20 142
12:30 30 152 20 178
12:45 22 167 107 600 17 156 78 610 185 1210
01:00 14 124 10 151
01:15 12 153 12 124
01:30 11 146 9 155
01:45 8 168 45 591 6 150 37 580 82 1171
02:00 12 129 9 136
02:15 15 150 14 135
02:30 9 153 12 158
02:45 10 163 46 595 11 150 46 579 92 1174
03:00 10 168 15 136
03:15 17 175 22 143
03:30 9 165 12 140
03:45 23 158 59 666 29 148 78 567 137 1233
04:00 8 172 23 134
04:15 15 164 29 139
04:30 26 181 32 129
04:45 35 194 84 711 55 157 139 559 223 1270
05:00 25 170 53 131
05:15 42 199 57 155
05:30 35 193 83 141
05:45 42 178 144 740 71 145 264 572 408 1312
06:00 45 187 87 172
06:15 37 162 89 113
06:30 65 144 94 134
06:45 66 137 213 630 100 103 370 522 583 1152
07:00 68 115 112 111
07:15 62 131 115 101
07:30 89 131 156 100
07:45 136 113 355 490 169 99 552 411 907 901
08:00 104 118 171 92
08:15 61 108 139 97
08:30 89 79 150 95
08:45 72 80 326 385 119 86 579 370 905 755
09:00 94 75 136 69
09:15 103 103 116 78
09:30 105 76 119 65
09:45 96 66 398 320 116 53 487 265 885 585
10:00 107 60 86 44
10:15 112 63 122 56
10:30 114 68 125 47
10:45 100 48 433 239 118 36 451 183 884 422
11:00 123 66 105 47
11:15 122 58 104 37
11:30 130 43 119 15
11:45 129 34 504 201 143 24 471 123 975 324
Total 2714 6168 3552 5341 6266 11509
Percent 30.6% 69.4% 39.9% 60.1% 35.3% 64.7%
Grand
Total 2714 6168 3552 5341 6266 11509
Percent 30.6% 69.4% 39.9% 60.1% 35.3% 64.7%
ADT ADT 17,775 AADT 17,775
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Olive St & Los Angeles St

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 71 11 85
12:15 8 103 9 82
12:30 12 109 10 137
12:45 12 100 44 383 9 101 39 405 83 788
01:00 10 80 48 9
01:15 9 116 8 93
01:30 9 91 89 2
01:45 3 78 31 365 6 90 26 364 57 729
02:00 8 91 99 7
02:15 5 90 9 95
02:30 8 91 7 156
02:45 8 101 29 373 5 121 30 469 59 842
03:00 9 81 12 100
03:15 8 96 9 112
03:30 9 101 6 123
03:45 15 71 41 349 7 98 34 433 75 782
04:00 8 89 17 126
04:15 16 90 11 115
04:30 24 85 18 121
04:45 36 95 84 359 16 150 62 512 146 871
05:00 23 93 29 131
05:15 50 113 34 139
05:30 59 114 34 132
05:45 62 101 194 421 34 113 131 515 325 936
06:00 35 100 49 125
06:15 63 93 51 97
06:30 64 88 48 93
06:45 81 89 243 370 52 89 200 404 443 774
07:00 76 88 54 60
07:15 71 72 60 69
07:30 102 76 78 68
07:45 130 49 379 285 115 65 307 262 686 547
08:00 104 70 106 59
08:15 81 58 83 72
08:30 82 47 87 60
08:45 66 49 333 224 73 52 349 243 682 467
09:00 78 45 61 38
09:15 74 47 68 33
09:30 78 41 90 33
09:45 61 40 291 173 71 35 290 139 581 312
10:00 68 28 60 24
10:15 55 23 64 36
10:30 64 30 62 24
10:45 66 43 253 124 82 26 268 110 521 234
11:00 69 20 64 24
11:15 79 13 65 23
11:30 69 20 73 22
11:45 78 22 295 75 82 7 284 76 579 151
Total 2217 3501 2020 3932 4237 7433
Percent 38.8% 61.2% 33.9% 66.1% 36.3% 63.7%
Grand
Total 2217 3501 2020 3932 4237 7433
Percent 38.8% 61.2% 33.9% 66.1% 36.3% 63.7%
ADT ADT 11,670 AADT 11,670
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Ramona Blvd & Merced Ave

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 105 18 109
12:15 20 127 16 113
12:30 15 124 18 133
12:45 19 135 72 491 10 151 62 506 134 997
01:00 8 98 5 139
01:15 6 125 8 126
01:30 11 105 6 117
01:45 5 124 30 452 1 121 20 503 50 955
02:00 9 101 7 125
02:15 10 136 9 116
02:30 10 121 10 167
02:45 11 147 40 505 11 128 37 536 77 1041
03:00 6 124 5 128
03:15 12 146 11 127
03:30 9 144 3 121
03:45 11 123 38 537 13 116 32 492 70 1029
04:00 6 136 21 131
04:15 11 132 15 126
04:30 26 142 17 134
04:45 27 149 70 559 30 136 83 527 153 1086
05:00 29 150 33 130
05:15 43 130 37 150
05:30 39 160 47 133
05:45 39 149 150 589 52 128 169 541 319 1130
06:00 41 136 56 160
06:15 42 125 69 99
06:30 54 108 61 101
06:45 63 113 200 482 65 98 251 458 451 940
07:00 53 112 73 98
07:15 65 90 88 98
07:30 81 106 115 78
07:45 103 73 302 381 117 99 393 373 695 754
08:00 89 89 139 80
08:15 70 71 114 89
08:30 76 60 113 67
08:45 71 60 306 280 101 63 467 299 773 579
09:00 69 51 124 54
09:15 96 74 107 53
09:30 85 55 96 47
09:45 86 51 336 231 105 43 432 197 768 428
10:00 82 29 70 28
10:15 98 27 104 41
10:30 98 53 106 35
10:45 93 34 371 143 117 27 397 131 768 274
11:00 107 42 91 37
11:15 110 41 87 25
11:30 119 27 112 7
11:45 95 26 431 136 116 16 406 85 837 221
Total 2346 4786 2749 4648 5095 9434
Percent 32.9% 67.1% 37.2% 62.8% 35.1% 64.9%
Grand
Total 2346 4786 2749 4648 5095 9434
Percent 32.9% 67.1% 37.2% 62.8% 35.1% 64.9%
ADT ADT 14,529 AADT 14,529
City Traffic Counters
www.ctcounters.com
Bess Avenue
Btwn I-10 Frwy & Baldwin Park Blvd

Page 1 ends

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 22 17 55
12:15 4 29 15 79
12:30 4 33 96 5
12:45 7 23 21 107 8 80 49 279 70 386
01:00 3 36 10 69
01:15 1 37 4 67
01:30 5 22 57 0
01:45 3 32 12 127 7 82 26 288 38 415
02:00 1 29 87 7
02:15 0 38 6 95
02:30 2 19 12 95
02:45 2 45 5 131 12 95 38 362 43 493
03:00 3 22 10 103
03:15 0 38 6 100
03:30 2 39 16 106
03:45 2 57 7 156 21 94 53 403 60 559
04:00 0 43 16 117
04:15 4 35 19 96
04:30 2 24 32 137
04:45 2 40 8 142 28 108 95 458 103 600
05:00 4 35 25 116
05:15 8 47 33 115
05:30 5 46 40 138
05:45 16 34 33 162 37 82 135 451 168 613
06:00 10 24 33 59
06:15 11 36 38 120
06:30 25 32 48 85
06:45 26 21 72 113 59 81 178 345 250 458
07:00 26 18 42 106
07:15 19 16 52 90
07:30 33 22 68 87
07:45 35 20 113 76 98 66 260 349 373 425
08:00 37 16 81 54
08:15 30 19 82 49
08:30 32 21 62 43
08:45 27 19 126 75 85 39 310 185 436 260
09:00 26 15 76 56
09:15 20 18 71 49
09:30 26 10 70 30
09:45 22 13 94 56 77 46 294 181 388 237
10:00 25 10 51 21
10:15 23 9 87 31
10:30 16 6 60 21
10:45 18 5 82 30 58 28 256 101 338 131
11:00 30 5 58 26
11:15 26 2 78 31
11:30 29 7 71 25
11:45 26 4 111 18 57 18 264 100 375 118
Total 684 1193 1958 3502 2642 4695
Percent 36.4% 63.6% 35.9% 64.1% 36.0% 64.0%
Grand
Total 684 1193 1958 3502 2642 4695
Percent 36.4% 63.6% 35.9% 64.1% 36.0% 64.0%
ADT ADT 7,337 AADT 7,337
City Traffic Counters
www.ctcounters.com
Bess Avenue
Btwn Syracuse Ave & Frazier St

Page 1 ends

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 35 31 8
12:15 4 37 4 6
12:30 3 44 43 5
12:45 3 28 13 144 3 32 14 91 27 235
01:00 5 31 32 8
01:15 6 24 2 29
01:30 5 21 02 3
01:45 1 34 17 110 3 36 8 116 25 226
02:00 3 20 11 7
02:15 3 26 1 25
02:30 1 27 02 7
02:45 2 36 9 109 3 28 5 97 14 206
03:00 1 19 43 4
03:15 1 41 4 38
03:30 2 26 92 6
03:45 1 20 5 106 5 37 22 135 27 241
04:00 4 35 43 3
04:15 0 36 5 25
04:30 3 33 11 29
04:45 7 33 14 137 8 24 28 111 42 248
05:00 6 20 16 31
05:15 5 34 11 34
05:30 2 28 18 32
05:45 3 23 16 105 19 41 64 138 80 243
06:00 8 36 22 22
06:15 12 29 21 31
06:30 11 33 23 21
06:45 13 20 44 118 20 37 86 111 130 229
07:00 18 23 17 18
07:15 30 18 33 30
07:30 31 17 25 18
07:45 27 24 106 82 32 16 107 82 213 164
08:00 14 25 40 23
08:15 12 18 30 20
08:30 11 32 25 20
08:45 9 21 46 96 23 15 118 78 164 174
09:00 14 18 31 11
09:15 10 19 24 12
09:30 10 12 24 18
09:45 7 15 41 64 26 19 105 60 146 124
10:00 23 12 28 19
10:15 18 15 32 3
10:30 12 12 24 8
10:45 18 10 71 49 17 7 101 37 172 86
11:00 9 3 25 6
11:15 11 2 23 7
11:30 20 11 17 2
11:45 24 8 64 24 23 4 88 19 152 43
Total 446 1144 746 1075 1192 2219
Percent 28.1% 71.9% 41.0% 59.0% 34.9% 65.1%
Grand
Total 446 1144 746 1075 1192 2219
Percent 28.1% 71.9% 41.0% 59.0% 34.9% 65.1%
ADT ADT 3,411 AADT 3,411
City Traffic Counters
www.ctcounters.com
Big Dalton Avenue
Btwn Pacific Ave & I-10 Frwy

Page 1 ends

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 32 22 0
12:15 5 32 7 18
12:30 4 29 12 2
12:45 3 25 20 118 1 20 11 80 31 198
01:00 3 32 22 5
01:15 1 31 1 25
01:30 4 31 21 6
01:45 3 34 11 128 1 24 6 90 17 218
02:00 5 30 32 8
02:15 1 37 2 21
02:30 1 38 22 7
02:45 0 24 7 129 2 21 9 97 16 226
03:00 2 40 11 9
03:15 2 30 4 25
03:30 2 38 62 1
03:45 6 44 12 152 4 17 15 82 27 234
04:00 2 44 42 4
04:15 4 23 5 20
04:30 4 35 72 9
04:45 2 38 12 140 10 18 26 91 38 231
05:00 2 39 31 9
05:15 2 33 11 20
05:30 4 34 14 28
05:45 7 31 15 137 16 25 44 92 59 229
06:00 2 35 92 0
06:15 7 31 20 26
06:30 8 29 12 21
06:45 7 35 24 130 29 16 70 83 94 213
07:00 9 34 24 30
07:15 8 31 29 19
07:30 17 33 37 24
07:45 20 33 54 131 31 34 121 107 175 238
08:00 16 32 23 12
08:15 14 21 19 27
08:30 7 22 24 20
08:45 17 16 54 91 13 23 79 82 133 173
09:00 24 23 24 11
09:15 18 19 28 19
09:30 20 27 23 10
09:45 16 23 78 92 19 14 94 54 172 146
10:00 24 11 19 14
10:15 14 11 23 5
10:30 14 13 14 7
10:45 29 9 81 44 28 11 84 37 165 81
11:00 24 9 25 4
11:15 23 14 25 4
11:30 33 8 16 3
11:45 23 12 103 43 17 7 83 18 186 61
Total 471 1335 642 913 1113 2248
Percent 26.1% 73.9% 41.3% 58.7% 33.1% 66.9%
Grand
Total 471 1335 642 913 1113 2248
Percent 26.1% 73.9% 41.3% 58.7% 33.1% 66.9%
ADT ADT 3,361 AADT 3,361
City Traffic Counters
www.ctcounters.com
Bogart Avenue
Btwn Pacific Ave & Ramona Blvd

Page 1 ends

Start 09-Jun-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 13 31 0
12:15 2 8 1 11
12:30 1 12 01 1
12:45 0 5 3 38 2 12 6 44 9 82
01:00 0 13 01 7
01:15 0 7 0 15
01:30 0 18 19
01:45 1 13 1 51 1 9 2 50 3 101
02:00 1 17 11 4
02:15 0 9 0 11
02:30 0 13 11 3
02:45 0 10 1 49 0 16 2 54 3 103
03:00 0 12 01 9
03:15 0 10 0 13
03:30 0 5 08
03:45 0 7 0 34 0 7 0 47 0 81
04:00 0 11 11 3
04:15 1 16 1 13
04:30 1 8 08
04:45 0 11 2 46 0 12 2 46 4 92
05:00 0 8 11 7
05:15 1 10 3 8
05:30 0 10 27
05:45 4 12 5 40 3 18 9 50 14 90
06:00 3 17 12 0
06:15 4 11 3 5
06:30 2 11 51 0
06:45 2 10 11 49 5 12 14 47 25 96
07:00 8 4 21 3
07:15 5 10 8 9
07:30 8 4 67
07:45 7 9 28 27 11 11 27 40 55 67
08:00 5 4 51 1
08:15 1 5 7 7
08:30 12 3 96
08:45 7 1 25 13 3 9 24 33 49 46
09:00 10 6 66
09:15 6 2 6 3
09:30 5 1 12 6
09:45 13 4 34 13 9 5 33 20 67 33
10:00 9 3 66
10:15 13 2 4 5
10:30 2 4 97
10:45 5 2 29 11 17 4 36 22 65 33
11:00 12 1 50
11:15 5 4 9 2
11:30 10 1 15 0
11:45 12 1 39 7 6 1 35 3 74 10
Total 178 378 190 456 368 834
Percent 32.0% 68.0% 29.4% 70.6% 30.6% 69.4%
Grand
Total 178 378 190 456 368 834
Percent 32.0% 68.0% 29.4% 70.6% 30.6% 69.4%
ADT ADT 1,202 AADT 1,202
City Traffic Counters
www.ctcounters.com
Center Stteet
Btwn Los Angeles St & Ramona Blvd

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 9 28
12:15 1 9 1 5
12:30 1 5 21 8
12:45 1 7 6 30 0 8 5 39 11 69
01:00 0 9 01 0
01:15 1 7 0 15
01:30 1 5 01 4
01:45 1 9 3 30 0 9 0 48 3 78
02:00 0 7 07
02:15 0 8 0 2
02:30 0 7 19
02:45 0 9 0 31 3 6 4 24 4 55
03:00 1 8 06
03:15 0 5 1 10
03:30 2 10 07
03:45 0 6 3 29 1 6 2 29 5 58
04:00 0 8 06
04:15 2 4 3 4
04:30 3 6 11 2
04:45 1 8 6 26 1 11 5 33 11 59
05:00 0 9 12
05:15 0 11 2 10
05:30 1 12 38
05:45 3 7 4 39 0 10 6 30 10 69
06:00 4 9 35
06:15 1 12 5 10
06:30 6 8 51 1
06:45 2 10 13 39 2 7 15 33 28 72
07:00 4 10 49
07:15 9 3 9 7
07:30 4 4 76
07:45 9 10 26 27 12 11 32 33 58 60
08:00 7 4 10 3
08:15 4 4 2 7
08:30 7 5 83
08:45 2 5 20 18 5 10 25 23 45 41
09:00 4 9 63
09:15 2 3 4 2
09:30 2 2 65
09:45 6 5 14 19 9 1 25 11 39 30
10:00 2 7 54
10:15 3 2 8 1
10:30 4 5 40
10:45 5 1 14 15 7 2 24 7 38 22
11:00 3 0 86
11:15 5 0 5 3
11:30 4 0 40
11:45 7 6 19 6 6 0 23 9 42 15
Total 128 309 166 319 294 628
Percent 29.3% 70.7% 34.2% 65.8% 31.9% 68.1%
Grand
Total 128 309 166 319 294 628
Percent 29.3% 70.7% 34.2% 65.8% 31.9% 68.1%
ADT ADT 922 AADT 922
City Traffic Counters
www.ctcounters.com
Center Stteet
Btwn Olive St & Los Angeles St

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 10 31 2
12:15 7 25 2 12
12:30 2 19 13 8
12:45 1 9 15 63 0 8 6 70 21 133
01:00 1 8 02 2
01:15 1 6 0 10
01:30 1 4 11 5
01:45 0 9 3 27 0 8 1 55 4 82
02:00 0 14 22 1
02:15 3 8 1 12
02:30 0 20 01 8
02:45 0 19 3 61 1 14 4 65 7 126
03:00 2 11 11 5
03:15 1 3 0 14
03:30 2 8 11 1
03:45 0 21 5 43 3 16 5 56 10 99
04:00 0 11 51 0
04:15 0 18 6 8
04:30 2 16 61 9
04:45 0 11 2 56 4 21 21 58 23 114
05:00 0 13 61 1
05:15 4 11 9 15
05:30 1 9 91 4
05:45 3 11 8 44 8 15 32 55 40 99
06:00 7 17 12 12
06:15 2 21 22 16
06:30 5 8 18 10
06:45 9 16 23 62 21 14 73 52 96 114
07:00 6 17 13 9
07:15 12 6 10 13
07:30 11 6 25 5
07:45 37 11 66 40 30 10 78 37 144 77
08:00 7 13 23 10
08:15 7 7 22 14
08:30 7 5 13 5
08:45 3 11 24 36 13 9 71 38 95 74
09:00 8 4 91 2
09:15 4 9 12 2
09:30 5 7 11 6
09:45 9 11 26 31 13 6 45 26 71 57
10:00 7 2 18 3
10:15 4 6 26 3
10:30 6 3 96
10:45 1 1 18 12 13 4 66 16 84 28
11:00 5 3 19 5
11:15 5 0 12 2
11:30 9 0 12 0
11:45 9 1 28 4 7 3 50 10 78 14
Total 221 479 452 538 673 1017
Percent 31.6% 68.4% 45.7% 54.3% 39.8% 60.2%
Grand
Total 221 479 452 538 673 1017
Percent 31.6% 68.4% 45.7% 54.3% 39.8% 60.2%
ADT ADT 1,690 AADT 1,690
City Traffic Counters
www.ctcounters.com
Commerce Drive
Btwn Rivergrade Rd & Live Oak Ave

Page 1 ends

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 15 22 6
12:15 0 14 0 24
12:30 0 12 01 9
12:45 3 9 3 50 7 16 9 85 12 135
01:00 0 10 22 1
01:15 1 11 2 20
01:30 0 7 23 0
01:45 0 8 1 36 3 18 9 89 10 125
02:00 3 17 12 0
02:15 0 14 0 23
02:30 3 15 22 8
02:45 0 6 6 52 1 18 4 89 10 141
03:00 3 4 01 4
03:15 1 9 6 12
03:30 4 8 13 2
03:45 4 9 12 30 3 12 10 70 22 100
04:00 2 5 48
04:15 2 7 3 22
04:30 3 30 21 8
04:45 2 10 9 52 2 20 11 68 20 120
05:00 6 24 23 3
05:15 10 12 4 6
05:30 3 18 91 4
05:45 5 9 24 63 8 13 23 66 47 129
06:00 4 6 10 3
06:15 5 3 11 9
06:30 2 3 11 7
06:45 3 1 14 13 20 9 52 28 66 41
07:00 5 1 25 1
07:15 3 2 25 4
07:30 4 5 20 3
07:45 6 4 18 12 25 3 95 11 113 23
08:00 6 0 28 2
08:15 14 0 14 1
08:30 6 1 18 4
08:45 7 1 33 2 34 2 94 9 127 11
09:00 5 0 16 1
09:15 6 0 22 0
09:30 3 1 15 2
09:45 9 0 23 1 16 1 69 4 92 5
10:00 10 0 19 2
10:15 8 4 11 0
10:30 5 2 12 2
10:45 7 1 30 7 15 0 57 4 87 11
11:00 10 0 28 0
11:15 2 0 10 2
11:30 6 3 11 0
11:45 12 0 30 3 14 0 63 2 93 5
Total 203 321 496 525 699 846
Percent 38.7% 61.3% 48.6% 51.4% 45.2% 54.8%
Grand
Total 203 321 496 525 699 846
Percent 38.7% 61.3% 48.6% 51.4% 45.2% 54.8%
ADT ADT 1,545 AADT 1,545
City Traffic Counters
www.ctcounters.com
Downing Avenue
Btwn Pacific Ave & Ramona Blvd

Page 1 ends

Start 09-Jun-21 Notheast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 12 18
12:15 2 13 1 4
12:30 0 14 18
12:45 1 16 5 55 1 3 4 23 9 78
01:00 1 9 11 3
01:15 1 8 0 18
01:30 1 11 11 3
01:45 0 13 3 41 1 17 3 61 6 102
02:00 0 14 01 4
02:15 1 14 0 14
02:30 0 18 01 4
02:45 0 26 1 72 1 12 1 54 2 126
03:00 2 20 11 6
03:15 1 8 0 19
03:30 1 21 22 2
03:45 5 17 9 66 2 23 5 80 14 146
04:00 2 15 21 5
04:15 0 17 0 17
04:30 3 14 71 1
04:45 4 18 9 64 3 14 12 57 21 121
05:00 1 8 21 4
05:15 5 25 3 12
05:30 6 11 91 9
05:45 9 18 21 62 6 18 20 63 41 125
06:00 7 10 71 4
06:15 2 9 2 12
06:30 3 23 61 2
06:45 6 11 18 53 4 12 19 50 37 103
07:00 8 11 81 2
07:15 10 8 10 13
07:30 13 6 17 8
07:45 15 8 46 33 6 3 41 36 87 69
08:00 10 12 13 8
08:15 11 9 12 12
08:30 11 9 12 12
08:45 15 11 47 41 6 17 43 49 90 90
09:00 7 7 88
09:15 11 9 6 6
09:30 14 9 45
09:45 10 4 42 29 2 5 20 24 62 53
10:00 15 3 83
10:15 12 0 2 3
10:30 9 4 07
10:45 8 3 44 10 4 0 14 13 58 23
11:00 4 4 19 1
11:15 17 3 17 2
11:30 14 3 42
11:45 11 2 46 12 3 2 43 7 89 19
Total 291 538 225 517 516 1055
Percent 35.1% 64.9% 30.3% 69.7% 32.8% 67.2%
Grand
Total 291 538 225 517 516 1055
Percent 35.1% 64.9% 30.3% 69.7% 32.8% 67.2%
ADT ADT 1,571 AADT 1,571
City Traffic Counters
www.ctcounters.com
Francisquito Avenue
Bt Baldwin Park Blvd & South City Limit

Page 1 ends

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 39 184 74 213
12:15 31 181 72 210
12:30 19 197 57 246
12:45 24 187 113 749 42 234 245 903 358 1652
01:00 16 199 22 202
01:15 16 166 22 228
01:30 10 199 20 185
01:45 15 195 57 759 16 220 80 835 137 1594
02:00 8 166 20 215
02:15 15 190 21 246
02:30 12 196 18 194
02:45 19 200 54 752 13 197 72 852 126 1604
03:00 16 158 10 255
03:15 22 170 19 238
03:30 25 176 19 243
03:45 32 175 95 679 20 225 68 961 163 1640
04:00 32 196 18 240
04:15 41 173 44 257
04:30 55 191 32 250
04:45 65 183 193 743 49 231 143 978 336 1721
05:00 88 211 38 248
05:15 118 202 46 286
05:30 117 211 63 247
05:45 137 173 460 797 49 258 196 1039 656 1836
06:00 139 162 61 212
06:15 153 201 67 236
06:30 179 175 89 266
06:45 184 158 655 696 115 268 332 982 987 1678
07:00 191 156 109 185
07:15 192 166 129 231
07:30 225 163 136 230
07:45 251 140 859 625 167 195 541 841 1400 1466
08:00 208 158 169 214
08:15 217 165 161 195
08:30 194 155 150 174
08:45 169 122 788 600 164 164 644 747 1432 1347
09:00 167 103 109 171
09:15 173 107 141 155
09:30 163 94 151 153
09:45 182 101 685 405 176 131 577 610 1262 1015
10:00 163 100 133 126
10:15 182 70 145 130
10:30 156 64 174 88
10:45 147 49 648 283 153 111 605 455 1253 738
11:00 164 42 163 127
11:15 169 44 154 106
11:30 180 40 173 108
11:45 179 31 692 157 189 101 679 442 1371 599
Total 5299 7245 4182 9645 9481 16890
Percent 42.2% 57.8% 30.2% 69.8% 36.0% 64.0%
Grand
Total 5299 7245 4182 9645 9481 16890
Percent 42.2% 57.8% 30.2% 69.8% 36.0% 64.0%
ADT ADT 26,371 AADT 26,371
City Traffic Counters
www.ctcounters.com
Francisquito Avenue
Btwn Frazier St & Baldwin Park Blvd

Page 1 ends

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 23 101 16 111
12:15 20 130 7 82
12:30 11 121 16 171
12:45 11 116 65 468 11 131 50 495 115 963
01:00 10 130 13 118
01:15 7 110 5 117
01:30 9 123 6 112
01:45 7 98 33 461 4 113 28 460 61 921
02:00 7 88 6 108
02:15 4 102 3 127
02:30 2 129 6 141
02:45 1 121 14 440 5 139 20 515 34 955
03:00 5 122 2 160
03:15 7 103 17 133
03:30 5 103 15 147
03:45 10 114 27 442 11 151 45 591 72 1033
04:00 4 108 5 180
04:15 9 105 20 170
04:30 14 140 16 151
04:45 16 128 43 481 17 170 58 671 101 1152
05:00 17 123 20 175
05:15 26 134 30 148
05:30 39 126 33 143
05:45 46 124 128 507 43 151 126 617 254 1124
06:00 48 107 35 127
06:15 52 113 34 146
06:30 70 111 51 146
06:45 81 101 251 432 58 137 178 556 429 988
07:00 83 89 69 102
07:15 98 85 61 134
07:30 122 90 76 120
07:45 153 103 456 367 102 95 308 451 764 818
08:00 116 85 105 91
08:15 127 102 78 86
08:30 106 89 68 64
08:45 92 87 441 363 75 73 326 314 767 677
09:00 85 58 82 55
09:15 80 60 66 78
09:30 100 66 82 42
09:45 96 64 361 248 84 56 314 231 675 479
10:00 88 55 95 47
10:15 97 39 91 37
10:30 71 38 86 24
10:45 83 40 339 172 86 36 358 144 697 316
11:00 89 31 100 29
11:15 85 35 103 22
11:30 82 24 105 24
11:45 94 16 350 106 89 16 397 91 747 197
Total 2508 4487 2208 5136 4716 9623
Percent 35.9% 64.1% 30.1% 69.9% 32.9% 67.1%
Grand
Total 2508 4487 2208 5136 4716 9623
Percent 35.9% 64.1% 30.1% 69.9% 32.9% 67.1%
ADT ADT 14,339 AADT 14,339
City Traffic Counters
www.ctcounters.com
Francisquito Avenue
Btwn Ramona Blvd & Frazier St

Page 1 ends

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 13 61 20 82
12:15 7 86 9 80
12:30 7 92 13 111
12:45 7 94 34 333 6 100 48 373 82 706
01:00 7 78 16 89
01:15 6 75 5 91
01:30 5 83 38 1
01:45 3 80 21 316 4 83 28 344 49 660
02:00 4 59 59 3
02:15 5 70 4 96
02:30 2 81 3 101
02:45 1 68 12 278 7 111 19 401 31 679
03:00 3 75 1 130
03:15 7 76 5 106
03:30 8 47 13 122
03:45 4 67 22 265 3 120 22 478 44 743
04:00 5 78 5 133
04:15 6 70 12 132
04:30 14 94 12 127
04:45 17 74 42 316 10 128 39 520 81 836
05:00 14 77 7 142
05:15 27 76 18 138
05:30 44 72 19 128
05:45 48 84 133 309 25 136 69 544 202 853
06:00 48 82 25 102
06:15 54 72 25 140
06:30 72 68 35 132
06:45 79 76 253 298 41 111 126 485 379 783
07:00 67 62 58 88
07:15 75 66 42 103
07:30 75 68 60 92
07:45 108 64 325 260 70 56 230 339 555 599
08:00 100 58 83 80
08:15 95 67 43 70
08:30 92 52 50 61
08:45 99 50 386 227 58 59 234 270 620 497
09:00 67 39 46 59
09:15 70 40 45 52
09:30 87 44 70 44
09:45 76 40 300 163 65 42 226 197 526 360
10:00 75 32 65 43
10:15 75 28 64 26
10:30 56 26 62 24
10:45 59 21 265 107 66 38 257 131 522 238
11:00 71 25 60 27
11:15 57 21 70 20
11:30 65 17 87 17
11:45 71 8 264 71 55 16 272 80 536 151
Total 2057 2943 1570 4162 3627 7105
Percent 41.1% 58.9% 27.4% 72.6% 33.8% 66.2%
Grand
Total 2057 2943 1570 4162 3627 7105
Percent 41.1% 58.9% 27.4% 72.6% 33.8% 66.2%
ADT ADT 10,732 AADT 10,732
City Traffic Counters
www.ctcounters.com
Frazier Street
Btwn Bess Ave & Francisquito Ave

Page 1 ends

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 38 92 7
12:15 3 48 9 43
12:30 6 62 48 9
12:45 7 57 24 205 5 46 27 205 51 410
01:00 2 38 25 3
01:15 3 40 1 52
01:30 6 36 65 1
01:45 1 49 12 163 2 46 11 202 23 365
02:00 1 44 23 6
02:15 1 46 1 34
02:30 2 45 44 4
02:45 1 60 5 195 2 44 9 158 14 353
03:00 6 46 35 5
03:15 5 47 1 54
03:30 8 28 34 2
03:45 3 56 22 177 2 44 9 195 31 372
04:00 2 56 95 0
04:15 4 56 17 39
04:30 1 38 95 2
04:45 6 52 13 202 17 46 52 187 65 389
05:00 4 61 12 46
05:15 10 45 22 47
05:30 13 49 27 42
05:45 15 44 42 199 28 46 89 181 131 380
06:00 9 43 33 40
06:15 8 49 41 44
06:30 11 48 30 41
06:45 24 38 52 178 29 40 133 165 185 343
07:00 23 32 35 43
07:15 24 42 51 43
07:30 43 36 57 35
07:45 71 37 161 147 67 41 210 162 371 309
08:00 43 24 59 37
08:15 37 40 60 41
08:30 26 26 46 27
08:45 23 15 129 105 52 31 217 136 346 241
09:00 23 21 34 31
09:15 27 21 21 29
09:30 28 17 39 21
09:45 24 19 102 78 49 14 143 95 245 173
10:00 19 25 43 19
10:15 28 17 37 15
10:30 31 7 46 13
10:45 29 9 107 58 35 12 161 59 268 117
11:00 18 7 45 13
11:15 32 8 31 10
11:30 29 8 26 10
11:45 29 7 108 30 39 6 141 39 249 69
Total 777 1737 1202 1784 1979 3521
Percent 30.9% 69.1% 40.3% 59.7% 36.0% 64.0%
Grand
Total 777 1737 1202 1784 1979 3521
Percent 30.9% 69.1% 40.3% 59.7% 36.0% 64.0%
ADT ADT 5,500 AADT 5,500
City Traffic Counters
www.ctcounters.com
Frazier St-Dalewood St
Btwn Judith St & Baldwin Park Blvd

Page 1 ends

Start 09-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 78 22 2
12:15 10 59 3 14
12:30 12 56 42 4
12:45 6 59 36 252 1 17 10 77 46 329
01:00 4 51 03 3
01:15 6 53 3 24
01:30 9 58 52 4
01:45 4 55 23 217 2 21 10 102 33 319
02:00 6 56 12 0
02:15 3 79 1 23
02:30 10 100 12 1
02:45 7 61 26 296 2 22 5 86 31 382
03:00 7 118 41 2
03:15 5 80 0 16
03:30 7 109 11 6
03:45 8 84 27 391 3 12 8 56 35 447
04:00 5 110 21 9
04:15 5 95 5 31
04:30 7 121 21 6
04:45 5 92 22 418 6 18 15 84 37 502
05:00 13 130 72 2
05:15 15 90 8 14
05:30 13 109 12 19
05:45 23 69 64 398 20 14 47 69 111 467
06:00 32 74 17 13
06:15 47 77 26 21
06:30 55 74 40 28
06:45 56 59 190 284 45 29 128 91 318 375
07:00 53 71 26 10
07:15 36 57 23 17
07:30 67 71 27 18
07:45 58 31 214 230 36 17 112 62 326 292
08:00 71 38 57 10
08:15 79 23 49 12
08:30 55 39 37 7
08:45 73 20 278 120 39 23 182 52 460 172
09:00 61 25 21 15
09:15 59 20 21 4
09:30 67 24 26 9
09:45 62 24 249 93 16 12 84 40 333 133
10:00 55 14 17 12
10:15 70 15 23 7
10:30 83 26 20 8
10:45 71 22 279 77 15 7 75 34 354 111
11:00 55 22 18 5
11:15 58 21 11 3
11:30 48 26 21 6
11:45 54 11 215 80 9 2 59 16 274 96
Total 1623 2856 735 769 2358 3625
Percent 36.2% 63.8% 48.9% 51.1% 39.4% 60.6%
Grand
Total 1623 2856 735 769 2358 3625
Percent 36.2% 63.8% 48.9% 51.1% 39.4% 60.6%
ADT ADT 5,983 AADT 5,983
City Traffic Counters
www.ctcounters.com
Garvey Avenue
Btwn Syracuse Ave & Tracy St

Page 1 ends

Start 09-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 17 42 0
12:15 4 19 4 12
12:30 4 16 32 1
12:45 1 20 14 72 1 11 12 64 26 136
01:00 3 17 11 3
01:15 2 4 3 15
01:30 0 16 21 9
01:45 2 24 7 61 0 16 6 63 13 124
02:00 4 20 21 0
02:15 2 17 2 15
02:30 1 21 11 1
02:45 0 19 7 77 0 23 5 59 12 136
03:00 0 15 01 8
03:15 2 19 1 20
03:30 2 23 31 9
03:45 5 21 9 78 1 18 5 75 14 153
04:00 1 21 11 4
04:15 3 24 4 13
04:30 6 24 11 9
04:45 4 17 14 86 1 16 7 62 21 148
05:00 2 24 61 2
05:15 4 27 2 29
05:30 4 18 12 21
05:45 3 24 13 93 15 15 35 77 48 170
06:00 8 18 13 16
06:15 6 20 13 21
06:30 11 27 15 20
06:45 11 25 36 90 12 18 53 75 89 165
07:00 13 29 14 16
07:15 11 27 14 14
07:30 10 14 19 13
07:45 9 24 43 94 23 15 70 58 113 152
08:00 18 19 18 19
08:15 18 22 22 10
08:30 6 12 22 14
08:45 12 11 54 64 16 14 78 57 132 121
09:00 13 13 18 10
09:15 25 11 24 16
09:30 11 7 17 10
09:45 13 15 62 46 9 10 68 46 130 92
10:00 12 11 10 11
10:15 19 8 15 7
10:30 21 5 19 9
10:45 17 10 69 34 15 9 59 36 128 70
11:00 23 4 16 4
11:15 12 3 22 6
11:30 19 3 19 3
11:45 21 3 75 13 24 5 81 18 156 31
Total 403 808 479 690 882 1498
Percent 33.3% 66.7% 41.0% 59.0% 37.1% 62.9%
Grand
Total 403 808 479 690 882 1498
Percent 33.3% 66.7% 41.0% 59.0% 37.1% 62.9%
ADT ADT 2,380 AADT 2,380
City Traffic Counters
www.ctcounters.com
Harlan Avenue
Btwn Los Angeles St & Ramona Blvd

Page 1 ends

Baldwin Park City CouncilFebruary 2, 2022

Baldwin Park City Council
February 2, 2022