Members of the public may address the City Council on any item shown on the agenda or matter of the Council’s authority after completion of “Request to Address the Council Form” available in the lobby of the Council Chambers or in the City Clerk’s office. This form must be completed 15 minutes prior to the scheduled meeting time.
Pursuant to Section 54957.5 of the California Government Code, Any writings (Except for those writings which are exempt from disclosure) which are distributed to all or a majority of the members of the City Council are available for public inspection in the lobby of the City Council Chambers and in the office of the City Clerk during regular business hours.
COMPTON CITY COUNCIL
AGENDA
11/19/2024
4:30 PM – CLOSED SESSION
5:30 PM – PUBLIC MEETING
5:45 PM – PUBLIC HEARING
CLOSED SESSION
CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION
Susan Hill v. City of Compton, case 21STCV37464
Pursuant to California Government Code section 54956.9.
HEARING(S)
JOINT PUBLIC HEARING:
CITY COUNCIL AND UCDC 2024 PHA ANNUAL PLAN on Tuesday, November 19, 2024 @ 5:45PM
OPENING
MOMENT OF SILENCE
PLEDGE OF ALLEGIANCE
ROLL CALL
PUBLIC COMMENT ON CLOSED SESSION ITEM(S) ONLY
-2- City Council Agenda
11/19/2024 5:30PM
CLOSED SESSION
CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION
Susan Hill v. City of Compton, case 21STCV37464
Pursuant to California Government Code section 54956.9.
REPORT ON CLOSED SESSION ITEM(S)
PUBLIC MEETING – 5:30PM
COMMENDATORY RESOLUTIONS/PRESENTATIONS
1. KEY TO THE CITY PRESENTATION: DR. EUGENE ALLEN CEO/PRESIDENT DUSK TO DAWN URGENT CARE (Councilperson Lillie P. Darden)
PUBLIC COMMENTS ON AGENDA ITEMS AND NON-AGENDA MATTERS
CONSENT AGENDA
Consent items are routine and expected to be non-controversial. They will be acted upon by the Council at one time without discussion unless a Council Member requests an item be removed or discussed..
APPROVAL OF MINUTES
2. FEBRUARY 20, 2024
3. FEBRUARY 27, 2024
REGULAR AGENDA
UNFINISHED BUSINESS
4. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON
AMENDING CHAPTER XII OF THE COMPTON MUNICIPAL CODE TO AMEND SECTION 12-5 ESTABLISHING SPEED LIMITS IN CERTAIN ZONES IN THE
CITY OF COMPTON (SECOND READING)
NEW BUSINESS
5. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
APPROVING AN AMENDMENT TO THE POSITION CLASSIFICATION PLAN TO INCLUDE THE CLASSIFICATION SPECIFICATIONS OF WORKERS’
COMPENSATION CLAIMS ADMINISTRATOR
-3- City Council Agenda
11/19/2024 5:30PM
6. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON RESCINDING RESOLUTION NO. 25,677 AND AUTHORIZING THE CITY MANAGER TO ESTABLISH THE CITY’S PURCHASING CARD ACCOUNTS THROUGH THE STATE OF CALIFORNIA’S CAL-CARD PROGRAM TO BE
UTILIZED SOLELY AND EXCLUSIVELY FOR APPROVED CITY BUSINESS AND
TO RECEIVE AND FILE THE CITY CREDIT CARD POLICY
7. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON PROCLAIMING NOVEMBER 30, 2024, AS “SMALL BUSINESS SATURDAY” IN
THE CITY OF COMPTON
COUNCIL COMMENTS
ADJOURNMENT
NEXT REGULAR MEETING: 11/26/2024 5:30:00 PM @ 11/26/2024 5:30PM.
Visit our website at http://www.comptoncity.org
Presenting the Key to the City as a symbolic award to honor and show gratitude* to Dr.
Eugene Allen, MD, DO (CEO/President of Dusk to Dawn Urgent Care, and Board- Certified Emergency Medicine trained physician from Martin Luther King, Jr. Hospital (MLK) of Los Angeles)
*Notable Contributions:
2019, Compton’s City Council presented The Doctor with the City of Compton’s Recognition and Appreciation Award for Citywide Testing for Breast Cancer Awareness,
2020, an unveiling on a community statue of Dr. Eugene Allen, along the 91 Artesia freeway in Compton - representing “Standing together with the community,” 2021, World Humanitarian award winner,
2024, National Chapter of NAACP Humanitarian Award winner, Attaining achievements and partnerships with congressional leaders, city mayors and chamber of commerce from many surrounding cities for the last 20 years, Fed over 500,000 people with turkey’s giveaway with 50% in the city of Compton, Made Home visits to sick patients in Compton during COVID-19 (coronavirus disease) pandemic,
Provides health lectures on Diabetes, Prostatic Cancer and Hypertension at the local Dollarhide senior center in Compton,
Provides leading-edge services at 7 Urgent Care locations throughout Southern California,
Tested over 700 women for breakfast cancer in Compton for free and found over 175 breast nodules.
1. FEBRUARY 20, 2024
The Compton City Council meeting was called to order at 5:35 p.m. by Mayor Emma Sharif in the Council Chambers of City Hall. The Moment of Silence Ceremony and Pledge of Allegiance was also led by Mayor Emma Sharif.
ROLL CALL
Council Members Present: D. Duhart, A. Spicer, J. Bowers, L. Darden, Mayor E. Sharif Council Members Absent: None
Other Officials Present: E. Perrodin, C. Godwin, B. Mims, W. Hopkins
COMMENDATORY RESOLUTIONS/PRESENTATIONS
1. POWERPOINT PRESENTATION – CULTURAL ARTS PEACE MONUMENT – HWPL (Heavenly Culture, World Peace, Restoration of Light (Councilperson Darden)
Kelly Guess, Community Director for Heavenly Culture, World Peace, Restoration of Light Los Angeles Branch, presented a PowerPoint presentation to the City Council showcasing their efforts in the community and proposal to donate a peace monument and plaque to the City of Compton.
PUBLIC COMMENTS ON AGENDA ITEMS AND NON-AGENDA MATTERS
Fidel Marquez asked that the City’s street sweeping company be required to use their own water because they are using the water from nearby fire hydrants on street sweeping day. He also challenged the City Council’s appointment to the Planning Commission last week and questioned if someone is intentionally making adjustments to how citizens are represented.
Vanessa Cain asked the City Manager if it is plausible for Compton to acquire their own street sweeping equipment and supplies. She also asked the City to focus on environmental justice regarding Vanguard community gardens because they have not been able to work there for over a year now due to contaminated fields. She also requested street stamps around drains to prohibit street vendors from pouring grease into the City’s water supply.
Lynn Boone accused the City Council of addressing pressing issues only because it is election time. She argued that ordinances cannot be approved before thirty days unless it is an emergency per Compton City Charter Section 607. She maintained that Item Number Five should be read in full and announced with a public hearing held in 15 days.
Miller Martin requested an opportunity to serve on the Compton Parks and Recreation Commission. He also requested an endorsement from the City Council so that he can host a business mixer to attract wealthy sponsors to help support the Enyati family with their Compton studio project proposal.
Tim Warner expressed a concern for the condition of the streets in the First District. He requested signage on the east-side to deter heavy equipment vehicle traffic, street takeovers and speeding.
Todd Bouquet Jr. invited the residents and business owners to participate in the community clean- up events held on the third Saturday of every month. He also encouraged business owners and community leaders to reach out to JustDoGood.org if they need resources to clean up a specific area or property.
Shiela Smith petitioned the City Council to make local companies repair the streets if they insist on using heavy equipment vehicles to transport goods on Wilmington Avenue and Alondra Boulevard.
Richard Earl, Concerned Citizens of Compton & NAACP, invited the community to attend their “Election Forum” scheduled to be held on Saturday, February 24 from 5:00pm to 7:00pm at Saint Phillips Lutheran Church. He also requested street repair on Greenleaf, welcome signs at the city limits, and a new citywide camera surveillance system.
2. Maria Villa Real, Latino Chamber of Commerce, requested an inventory report from code enforcement regarding the merchandise confiscated from street vendors.
Rodney Lister referenced Item Number Twelve and requested regular updates on the City’s strategies to addressing state audit findings.
Anthony Lewis recognized City Attorney Perrodin for his efforts regarding Item Number Five.
He acknowledged that both the City budget and City Charter are online at this time and paid tribute to the Mayor and City Council for educating the community on City affairs and celebrating Black History month.
Bishop Guillory expressed gratitude to his colleagues from the Public Safety Commission for developing recommendations aimed at addressing the street takeover issues in their community.
He thanked the City Council for their collaborative spirit in seeking solutions and affirmed that they will not allow external forces to disrupt the peace in the City of Compton.
Luis Hernandez, Fire Department, shared the achievements of the local arson unit, indicating that their proactive efforts have resulted in a 100% conviction rate for arson-related crimes, including serious charges such as attempted murder and insurance fraud. He recounted notable cases, including one individual facing severe charges for allegedly targeting a preschool and another for setting a church on fire. He highlighted significant incidents that have caused millions in damage and mentioned the destructive fires at pallet yards and at Artesia Bridge.
Ernie Guitierrez, non-commissioned officer in the United States Marine Corps and a veteran of the Iraq War, urged the City Council and the City Attorney to consider proposed amendments to section 7–27 of chapter 7 of the municipal code. He affirmed that he believes the proposed amendments will enhance the effectiveness of the municipal code and send a clear message that street takeovers will not be tolerated in the City of Compton.
REGULAR AGENDA
REPORTS OF OFFICERS, BOARDS, COMMISSIONS AND COMMITTEES AND CITY
COUNCIL
2. REMOVAL OF OFFICERS, COUNCIL MEMBERS, BOARDS/COMMISSIONS AND
COMMITTEES
PARKS AND RECREATION COMMISSION – (CITY CHARTER SECTION 1011) –
MARQUEZ GARNICA
Councilperson Duhart requested the reason for the removal of Marquez Garnica.
Deputy City Clerk Godwin answered that the City Clerk’s Office has not been able to contact Mr. Garnica.
Councilperson Bowers stated that he suggested at the last meeting to hold all removals and appointments until after the election.
On motion by Spicer, seconded by Duhart, to remove Marquez Garnica from the Parks and Recreation Commission by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Darden, Sharif NOES: Council Members – None
ABSTAIN: Council Members – Bowers
ABSENT: Council Members – None
PERSONNEL BOARD – (CITY CHARTER SECTION 1009) – YEWANDE AYODELE (PULLED)
3.APPOINTMENT(S) OF OFFICERS, COUNCIL MEMBERS,
BOARDS/COMMISSIONS AND COMMITTEES
FEDERAL GRANTS ADVISORY BOARD – (CMC SECTION 2-14) – ERNIE
GUITIERREZ
Councilperson Duhart stated that she did not see the application.
Mayor Shariff answered that his application was included in the last set of appointments made by the City Council.
Councilperson Bowers questioned why the applicant information was blacked out online and asked for a hard copy of the application that contains all of the applicant’s information.
Councilperson Spicer stated that his email includes all the applicants’ information.
Mayor Sharif stated that she requested the application be sent out a second time with all the information.
On motion by Spicer, seconded by Darden, to appoint Ernie Guitierrez to the Federal Grants Advisory Board by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Darden, Sharif NOES: Council Members – None
ABSTAIN: Council Members – Bowers
ABSENT: Council Members – None
PERSONNEL BOARD – (CITY CHARTER SECTION 1009) – COUNCILPERSON
SPICER (PULLED)
NEW BUSINESS
4. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON SETTING
THE SALARY RANGE FOR THE SECURITY SERVICES SUPERVISOR
CLASSIFICATION (REMOVED)
5. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING SECTION 7-27 OF CHAPTER VII OF THE COMPTON MUNICIPAL
CODE TO ESTABLISH THE FORFEITURE OF NUISANCE VEHICLES ENGAGED
IN ILLEGAL SPEED CONTESTS, EXHIBITIONS OF SPEED, STREET RACES,
STREET TAKEOVERS, SIDESHOWS, MOTORCYCLE STUNTING AND
RECKLESS DRIVING EXHIBITIONS (FIRST READING)
On motion by Spicer, seconded by Duhart, to waive the reading of the ordinance in full by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
On motion by Spicer, seconded by Darden, “AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING SECTION 7-27 OF CHAPTER VII OF THE
COMPTON MUNICIPAL CODE TO ESTABLISH THE FORFEITURE OF NUISANCE
VEHICLES ENGAGED IN ILLEGAL SPEED CONTESTS, EXHIBITIONS OF SPEED,
STREET RACES, STREET TAKEOVERS, SIDESHOWS, MOTORCYCLE STUNTING AND RECKLESS DRIVING EXHIBITIONS” was placed on first reading by title only by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
Councilperson Bowers expressed concerns that the current proposal lacks sufficient penalties. He suggested increasing the minimum fine to $5,000, with escalated fines for damages, totaling $10,000 for damage and $15,000 for more severe violations. Additionally, he recommended confiscating vehicles involved and imposing strict fines for intentional tire damage.
Councilperson Spicer emphasized that even if fines are significant, their effectiveness relies on proper enforcement. He requested clarity on who will be responsible for enforcing these fines and highlighted the need for reliable enforcement to ensure that the proposed penalties carry weight and are implemented appropriately.
City Manager Hopkins clarified that the Sheriff's Department serves as the law enforcement agency responsible for issuing citations for any fines. He also noted that municipalities have various options for enforcing fine collection and suggested that staff explore and implement these methods, as there are citations that remain unpaid and pending resolution.
Councilperson Bowers highlighted the potential of fast-track technology to identify and track vehicles involved in infractions, allowing for effective enforcement without relying solely on officers pursuing vehicles. He argued that existing fines, such as the $1,000 penalty, do not have a meaningful impact on offenders. He advocated for multiple fines and harsher penalties, as well as a broader amendment to the ordinance to strengthen enforcement and communicate that such behavior will not be tolerated.
Councilperson Spicer agreed with Councilman Bowers' perspective and expressed uncertainty about whether to conclude the discussion or bring the matter back for further consideration. He advocated for making amendments to the ordinance to strengthen it and emphasized the importance of implementing these changes promptly to address the issues at hand effectively.
City Attorney Perrodin mentioned an existing provision within the ordinance regarding the forfeiture of nuisance vehicles, highlighting that any vehicles observed in violation can be confiscated, with proceeds benefiting the city. He cited research on similar ordinances in surrounding cities and noted that fines vary, with examples including $2,000 in Pico Riveria and $1,000 in Alameda. He also noted that while harsher penalties can be proposed, actual enforcement and collection can be challenging.
Kelvin Filer, Compton Superior Court Judge, conveyed strong support for the ordinance and suggested that its passage would send a clear message to potential violators: that coming to Compton will result in significant consequences, including vehicle confiscation.
Councilperson Bowers voiced his support for increasing the fines to $5,000, similar to those charged in other cities, and emphasized the need for effective collection mechanisms such as warrants for nonpayment.
City Attorney Perrodin agreed and cited their experience that many offenders often lack the financial resources to pay fines and that alternative consequences, like community service or jail time is implemented.
Mayor Sharif asked the City Attorney to confirm that passing this item tonight would still require a 30-day waiting period before any actions or amendments can be applied. City Attorney Perrodin replied affirmatively.
City Attorney Perrodin also noted that while Compton's new ordinance is beneficial, many relevant laws are already in place regarding vehicle confiscation and penalties.
Councilperson Bowers requested a special privilege.
Ms. Enamoraldo stated that most of the cars are stolen and suggested that violators be mandated by the court to participate in a diversion program with at least 400 community service hours towards the beautification of Compton.
City Attorney Perrodin requested the pleasure of the City Council.
Councilperson Bowers requested amendment language to the ordinance that sets the fine amount at $5,000.
Councilperson Duhart agreed with Councilperson Bowers that stiffer penalties should be added to the ordinance.
Councilperson Spicer agreed with the fine amount proposed by Councilperson Bowers and expressed a concern for enforcement.
Councilperson Duhart also agreed with the fine amount proposed by Councilperson Bowers.
City Attorney Perrodin reminded the City Council that the judge has the discretion on whether or not they are going to fine an individual.
City Attorney Perrodin asked the City Council if they want the ordinance amended to include a $5,000 fine. He also noted that forfeiture of the vehicle is already a part of the ordinance.
City Attorney Perrodin suggested that one of the council members publicly announce that anyone participating in street takeovers in Compton may have their vehicles forfeited.
Councilperson Darden thanked the City Attorney for bringing this ordinance forth and affirmed her support for an increase in the fine amount to $5,000.
City Attorney Perrodin stated that the item was passed with a $1,000 fine and up to six months in county jail.
6. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO A MULTI-YEAR PROFESSIONAL SERVICES AGREEMENT WITH PLANETBIDS INC. IN AN
AMOUNT NOT TO EXCEED SEVENTY-TWO THOUSAND FIVE HUNDRED
NINETEEN DOLLARS ($72,519) FOR ELECTRONIC BIDDING PLATFORM SERVICES, TO AMEND THE CITY CONTROLLER’S FY2023-2024 BUDGET, AND
TO ISSUE A PURCHASE ORDER IN THE AMOUNT OF FORTY-THREE
THOUSAND SIX HUNDRED EIGHTY-TWO DOLLARS ($43,682) TO PLANETBIDS INC. FOR ELECTRONIC BIDDING PLATFORM SERVICES
Councilperson Spicer requested an explanation.
City Manager Hopkins explained that this item allows them to expand their platform in terms of making their bids more available than they are.
Councilperson Darden asked the City Manager if the City will continue to advertise in the Bulletin newspaper. City Manager Hopkins replied affirmatively.
On motion by Spicer, seconded by Darden, Resolution Number 25,978 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO A MULTI-YEAR PROFESSIONAL SERVICES AGREEMENT WITH PLANETBIDS INC. IN AN
AMOUNT NOT TO EXCEED SEVENTY-TWO THOUSAND FIVE HUNDRED
NINETEEN DOLLARS ($72,519) FOR ELECTRONIC BIDDING PLATFORM SERVICES, TO AMEND THE CITY CONTROLLER’S FY2023-2024 BUDGET, AND TO
ISSUE A PURCHASE ORDER IN THE AMOUNT OF FORTY-THREE THOUSAND SIX HUNDRED EIGHTY-TWO DOLLARS ($43,682) TO PLANETBIDS INC. FOR ELECTRONIC BIDDING PLATFORM SERVICES” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
7. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON AUTHORIZING THE CITY MANAGER TO ENTER INTO A ONE (1) YEAR STREET SWEEPING SERVICES AGREEMENT WITH TWO (2) ONE-YEAR OPTIONS TO
EXTEND AND ESTABLISH A PURCHASE ORDER WITH SWEEPING CORP OF AMERICA FOR CITYWIDE STREET SWEEPING SERVICES ($834,364.60) Councilperson Bowers expressed a concern for approving a contract with a company that the citizens regularly complain about. He recommended that the City approve a one-year contract while they look for another company to work with.
Councilperson Spicer asked that this item be removed because there was only one bid and mentioned that they just approved a resolution to obtain more advertising for the City’s bids.
Councilperson Darden proposed the approval of this resolution and in the meantime, conduct an evaluation to determine how much it would cost to bring this service in-house.
Councilperson Duhart recommended that the request for proposal process begin in April 2023.
On motion by Duhart, seconded by Darden, Resolution Number 25,979 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO A ONE (1) YEAR STREET SWEEPING SERVICES AGREEMENT WITH TWO (2) ONE-YEAR OPTIONS TO
EXTEND AND ESTABLISH A PURCHASE ORDER WITH SWEEPING CORP OF AMERICA FOR CITYWIDE STREET SWEEPING SERVICES ($834,364.60)” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
8. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING THE GENERAL SERVICES DEPARTMENT 2023-2024 FISCAL YEAR BUDGET TO APPROPRIATE $149,717.50 FROM THE INSURANCE RECOVERY
FUND AND ENTER INTO AN AGREEMENT WITH PRIORITY HEATING AND AIR CONDITIONING, INC. AND ISSUE A PURCHASE ORDER FOR THE
REPLACEMENT OF ELEVEN (11) HVAC UNITS LOCATED AT 700 NORTH BULLIS ROAD ($149,717.50)
On motion by Duhart, seconded by Spicer, Resolution Number 25,980 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING THE GENERAL SERVICES DEPARTMENT 2023-2024 FISCAL YEAR BUDGET TO APPROPRIATE $149,717.50 FROM THE INSURANCE RECOVERY FUND AND ENTER INTO AN AGREEMENT WITH PRIORITY HEATING AND AIR CONDITIONING, INC.
AND ISSUE A PURCHASE ORDER FOR THE REPLACEMENT OF ELEVEN (11) HVAC UNITS LOCATED AT 700 NORTH BULLIS ROAD ($149,717.50)” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
9. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
APPROVING AND ADOPTING THE ANNUAL APPROPRIATION (GANN) LIMIT FOR FISCAL YEARS 2020-2021, 2021-2022, 2022-2023, AND 2023-2024 Mayor Sharif requested a brief explanation from the City Controller.
Sharon Rahban, City Controller, stated that this item is being presented to confirm the City’s compliance with the appropriation limit requirement from fiscal years 2021 to 2024.
On motion by Spicer, seconded by Darden, Resolution Number 25,981 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON APPROVING
AND ADOPTING THE ANNUAL APPROPRIATION (GANN) LIMIT FOR FISCAL YEARS 2020-2021, 2021-2022, 2022-2023, AND 2023-2024” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
10. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT WITH
TURBODATA SYSTEMS FOR THE PROCESSING AND MANAGEMENT OF
PARKING AND ADMINISTRATIVE CITATIONS
Councilperson Bowers expressed concerns regarding the City’s ability to collect outstanding customer payments.
City Manager Hopkins stated that many cities utilize collection processes where unpaid fees can affect income tax returns. He suggested that City Council investigate the current status of these processes, particularly with the DMV’s regulations on vehicle license renewals and fines.
Councilperson Darden directed the City Manager to check both the Franchise Tax Board and DMV for updates.
On motion by Duhart, seconded by Darden, Resolution Number 25,982 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT WITH
TURBODATA SYSTEMS FOR THE PROCESSING AND MANAGEMENT OF
PARKING AND ADMINISTRATIVE CITATIONS” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
12. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZE AN AMENDMENT TO THE CITY CONTROLLER'S DEPARTMENT FY2023-2024 BUDGET AND TO AUTHORIZE THE CITY MANAGER TO OPEN A
PURCHASE ORDER TO TANDYM GROUP LLC, AND ROBERT HALF
INTERNATIONAL INC. FOR ACCOUNTING TEMP AGENCY SERVICES ($75,000
FOR ALL AGREEMENTS COMBINED)
Councilperson Spicer requested an explanation.
Mayor Sharif requested the need for greater flexibility in staffing for other departments.
City Manager Hopkins stated that given the bargaining unit, the City is limited in what they can do without a meet and confer.
Sharon Rahban, City Controller, also noted that at least one of the firms has access to other pools of talent besides accounting professionals.
Councilperson Darden requested a status report on how close the City is to filling the positions permanently.
Ms. Rahban provided an update on recruitment efforts for various accounting positions and highlighted ongoing interviews and challenges in filling roles due to candidate quality and salary concerns.
City Manager Hopkins reported that the classification study is in process and should be completed within the next month or so.
On motion by Spicer, seconded by Darden, Resolution Number 25,983 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON TO
AUTHORIZE AN AMENDMENT TO THE CITY CONTROLLER'S DEPARTMENT FY2023-2024 BUDGET AND TO AUTHORIZE THE CITY MANAGER TO OPEN A
PURCHASE ORDER TO TANDYM GROUP LLC, AND ROBERT HALF
INTERNATIONAL INC. FOR ACCOUNTING TEMP AGENCY SERVICES ($75,000 FOR ALL AGREEMENTS COMBINED)” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
11. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO A MUTLI-YEAR AGREEMENT WITH IGM TECHNOLOGY CORP (GRAVITY) ($14,610) AND ISSUE
A PURCHASE ORDER TO IGM TECHNOLOGY CORP (GRAVITY) FOR
SUBSCRIPTION-BASED INFORMATION TECHNOLOGY ARRANGEMENTS
(SBITA) IMPLEMENTATION SOFTWARE SERVICES ($6,000)
On motion by Darden, seconded by Duhart, Resolution Number 25,984 entitled “A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE CITY MANAGER TO ENTER INTO A MUTLI-YEAR AGREEMENT WITH IGM TECHNOLOGY CORP (GRAVITY) ($14,610) AND ISSUE A
PURCHASE ORDER TO IGM TECHNOLOGY CORP (GRAVITY) FOR
SUBSCRIPTION-BASED INFORMATION TECHNOLOGY ARRANGEMENTS (SBITA) IMPLEMENTATION SOFTWARE SERVICES ($6,000)” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
COUNCIL COMMENTS
Councilmember Duhart offered the following communications/announcements:
Commented on the success of the Fourth District’s Business Roundtable; Arbutus Street Block club Meeting and Fay Shaw’s 100th Birthday Party. Announced the postponement of the “Black History Month Talent Showcase” that was scheduled to be held on Saturday, February 24 at Sebree Park. Announced the Obama Foundation’s scholarship program available to undergraduates in their junior and senior years. Students will receive up to $25,000 per year. The deadline to apply is Wednesday, March 27, 2024. Voyager Scholarship|The Obama Foundation.
Recognized Bruce Boyden for being honored this Black History Month for his vital work and contributions as a community leader in the 65th Assembly District. Requested the meeting be adjourned in memory of Delores Brown.
Councilmember Spicer offered the following communications/announcements:
Announced the “Outing with Seniors” scheduled to be held on Monday, February 26.
Seniors will be picked up from Dollarhide at 11:30am to go see the Bob Marley Movie:
One Love at AMC movie theatre in Carson.
Announced the “Senior Community Food Drive” scheduled to be held on Thursday, February 29 at Dollarhide from 10:00am to 12:30pm.
District Two Townhall will be held on Wednesday, March 20 from 6:00pm to 8:00pm at Dollarhide.
Invited the residents to attend a “Game Changers Event” scheduled to be held on Wednesday, March 28 from 4:30pm to 8pm at Dollarhide. This group will focus on building relationships between the residents and law enforcement.
Councilmember Bowers offered the following communications/announcements:
Encouraged young adults interested in grant opportunities to apply at www.grants.gov. Announced that County Supervisor Holly Mitchell will be co-hosting a 6-week free lifeguard ready training course. For more information, go to www.reservations.lacounty.gov. The first session begins March 4.
Councilmember Darden offered the following communications/announcements:
Commented on the success of the Monthly Clean & Beautify Compton Accountability Meeting and Second District Townhall.
Announced a “Free Paper & E-Waste Event” scheduled to be held on Saturday, February 24 from 9 am to 12 noon at the Gateway Town Center near the Crystal Hotel. Announced a Fourth District Townhall Meeting is scheduled to be held on Saturday, March 2 at Kelly Park from 10:00am to 12:00pm.
Requested the meeting be adjourned in memory of Marese Davis and Gregory Benson Jones.
Asked the city manager to declare 112 Raymond and 111 Alondra boulevard a public nuisance including but not limited to the appropriate clean up, fencing, etc.
Mayor Sharif offered the following communications/announcements:
Commented on the success of the Fourth District Business Roundtable; Artesia Bridge Ground-Breaking Discussion with Spectrum; Kelly Park Play Space Design Meeting and the Arbutus Street Block Club Meeting.
Invited the residents to apply for city jobs at the “Compton Job Fair” scheduled to be held on Saturday, March 2 at Compton Community College from 9:00am to 2:00pm.
For more information call (424) 344-0961.
ADJOURNMENT
On motion by Duhart, seconded by Darden, the meeting was adjourned in memory of Delores Brown, Marese Davis and Gregory Benson Jones at 7:40 p.m. by the following vote on roll call:
AYES: Council Members – Duhart, Spicer, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – None
___________________________________ ___________________________________
CITY CLERK OF THE CITY OF COMPTON MAYOR OF THE CITY OF COMPTON FEBRUARY 27, 2024
The Compton City Council meeting was called to order at 5:40 p.m. by Mayor Emma Sharif in the Council Chambers of City Hall. The Moment of Silence Ceremony and the Pledge of Allegiance was also led by Mayor Emma Sharif.
ROLL CALL
Council Members Present: D. Duhart, J. Bowers, L. Darden, Mayor E. Sharif Council Members Absent: A. Spicer
Other Officials Present: E. Perrodin, V. McDaniel, B. Mims, W. Hopkins
COMMENDATORY RESOLUTIONS/PRESENTATIONS
1. PRESENTATION – ALPHA PHI ALPHA FRATERNITY, INC. – G. BERNARD BROWN
G. Bernard Brown, Alpha Phi Alpha Fraternity, Inc., received a certificate of recognition from the Mayor and City Council for his leadership, dedication, and continued service to the Compton community.
2. PRESENTATION – AFRO UNICORN FOUNDATION, KENYELLE ASH, PRESIDENT AND APRIL SHOWERS, CEO/FOUNDER – (REAGENDAD)
Mayor Sharif recounted an incident from the City Council meeting held last week, wherein a councilperson requested a special privilege for a community member. She proclaimed the established guidelines for such requests, emphasizing the necessity for maintaining order during these proceedings. She expressed her willingness to grant the resident an opportunity to speak and cited her empathy towards the Raymond Olivares family.
Calicia Godwin, Deputy City Clerk, informed the community that the following information is available at www.comptoncity.org, Council Chambers and the City Clerk's Office:
Certified Candidate's List which features one Write-In Candidate for Council District 4 LA County Registrar Recorder's Election Presentation Slides Ordinance No. 2,356 including Exhibit A detailing the Primary Voting Centers in the City of Compton
LA County Voter Resource Links
Where Is My Ballot Guide
Voter Registration Slides for Compton Residents
PUBLIC COMMENTS ON AGENDA ITEMS AND NON-AGENDA MATTERS
Miller Martin voiced a concern about street vendors and the impact they have on the city's appearance. He emphasized the need for the City to capitalize on major events, like the World Cup and NBA All-Star Game, to attract international visitors. He urged the residents to do their research and vote for candidates that will support initiatives that bring justice to the City of Compton.
Fidel Marquez inquired about the city's membership with the League of California Cities. He questioned whether council members are effectively utilizing its benefits given the annual cost of $27,000. He stressed the importance of transparency and advocated for the reading of ordinances.
He argued that even if the reading is lengthy, it is crucial to break it down for better understanding.
Joyce Kelly communicated her dissatisfaction with the current election process in Los Angeles County. She urged the community to take this opportunity to vote and have justice at the ballot box like President Johnson promised when he signed the Voting Rights Act of 1965. She mentioned her concerns about confusion surrounding polling places and the campaign process, and alleged unfairness and discrimination against Latino candidates.
3. Missy Barbara articulated her frustration regarding the handling of her application for the Federal Grants Advisory Board. She alleged that their personal information was circulated without her consent. She demanded privacy and maintained that she is upset about a councilperson’s unprofessionalism and bias against her. She also inquired about a $2 million allocation to Public Works for a brick wall that has not been constructed. Additionally, she emphasized the need for accountability, transparency, and better management of public resources.
Vanessa Cain emphasized the need for action and accountability. She urged the residents to participate in the upcoming election and lamented that only 500 people voted out of a population of over 120,000. She highlighted the need for community support to drive positive change and improve the city’s conditions. She mentioned a lack of visible progress from cleaning crews hired by the City and maintained the importance of accountability from city officials. She called for an alternative to the current city attorney and asserted that change is needed to move Compton in a better direction.
Vernell McDaniel, City Clerk, notified the residents that there is no write-in candidate for the city attorney seat.
Tanya Lewis requested a PowerPoint presentation on the status of the City’s water wells. She questioned why the City Council is repeatedly asked for funding for projects that should have already been completed. She cited her discontentment with the Mayor’s out-of-town trips and demanded accountability and transparency regarding the use of public funds.
Lynn Boone countered the Mayor's claim that she’s the only person that can grant a special privilege. She challenged her to provide proof of her authority and cited the importance of having accurate meeting minutes. She accused the mayor of stating that the City has a $5,000 fine for street takeover violations and further advised the City Clerk to obtain a copy of the Brown Act.
Mayor Sharif clarified that she never told anybody that street takeover fines would be $5000.
Maria Villa Real, Latino Chamber of Commerce, stated that she is present to discuss matters related to the Latino Chamber and the City of Compton, rather than personal grievances or issues of discrimination. She voiced her frustration with being attacked and criticized by others and stated that it’s wearing her down. She asserted her right to speak and participate in discussions and accentuated the importance of Latino representation and the legitimacy of their presence and contributions in the community. She commented on the importance of services aimed at helping individuals become citizens and express their opinions within the community. She affirmed that these services contribute to a peaceful and orderly society, where residents can fully participate in civic life.
Anthony Lewis announced a $20,000 reward for information leading to the capture of those responsible for vandalizing local cemeteries issued by the LA County supervisor. He agreed with Fidel Marquez regarding the construction project at 250 Central Avenue which they believe will create significant traffic issues. He praised a recent candidates' night event, highlighting it as an excellent opportunity to showcase various community prospects. He mentioned a street takeover workshop hosted by Supervisor Holly Mitchell and referenced a troubling incident at Roosevelt Junior High School, wherein windows were broken and classrooms vandalized.
Terrance Cumby stated that he identifies as a Cherokee citizen and asserted that assumptions based on skin color are harmful and divisive. He spoke in opposition to comments that could foster division and linked such behavior to broader issues, including racial violence. He called for solidarity and encouraged the community to participate in the upcoming election. He asked the City Manager to address an issue concerning a property assessment of $300 that could have legal implications if not resolved.
CONSENT AGENDA
Councilperson Bowers highlighted the various services and resources offered by the League of California Cities.
On motion by Duhart, seconded by Darden, to approve the Consent Agenda by the following vote on roll call:
AYES: Council Members – Duhart, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – Spicer
CITY MANAGER
3. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
AUTHORIZING THE ISSUANCE OF A PURCHASE ORDER FOR PAYMENT OF THE CITY’S 2024 ANNUAL MEMBERSHIP DUES TO LEAGUE OF CALIFORNIA CITIES ($27,145) (RESOLUTION 25,985)
REGULAR AGENDA
CITY MANAGER’S REPORT
4. TRAVEL REQUEST TO ATTEND THE AFRICAN AMERICAN MAYORS ASSOCIATION IN ATLANTA, GEORGIA ON APRIL 24-27, 2024
On motion by Duhart, seconded by Darden, to approve the Travel Request by the following vote on roll call:
AYES: Council Members – Duhart, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – Spicer
City Manager Hopkins informed the community that the cost is included in the staff report.
City Clerk McDaniel requested the names of the African American Mayors Association Event attendees:
AYES: Council Members – Sharif
NOES: Council Members – Duhart, Bowers, Darden
ABSENT: Council Members – Spicer
NEW BUSINESS
5. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING SECTION 7-27 OF CHAPTER VII OF THE COMPTON MUNICIPAL
CODE TO ESTABLISH THE FORFEITURE OF NUISANCE VEHICLES ENGAGED
IN ILLEGAL SPEED CONTESTS, EXHIBITIONS OF SPEED, STREET RACES,
STREET TAKEOVERS, SIDESHOWS, MOTORCYCLE STUNTING AND
RECKLESS DRIVING EXHIBITIONS (FIRST READING)
On motion by Duhart, seconded by Darden, to waive the reading of the ordinance in full by the following vote on roll call:
AYES: Council Members – Duhart, Darden, Sharif NOES: Council Members – None
ABSTAIN: Council Members – Bowers
ABSENT: Council Members – Spicer
Councilperson Bowers abstained because the people requested a full reading of the ordinance.
On motion by Duhart, seconded by Darden, Ordinance #2,357 entitled “AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING SECTION 7-27 OF
CHAPTER VII OF THE COMPTON MUNICIPAL CODE TO ESTABLISH THE
FORFEITURE OF NUISANCE VEHICLES ENGAGED IN ILLEGAL SPEED
CONTESTS, EXHIBITIONS OF SPEED, STREET RACES, STREET TAKEOVERS,
SIDESHOWS, MOTORCYCLE STUNTING AND RECKLESS DRIVING
EXHIBITIONS” was adopted by the following vote on roll call:
AYES: Council Members – Duhart, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – Spicer
City Attorney Perrodin stated that he has yet to see one case wherein someone was cited for being a spectator at a street takeover.
Councilperson Duhart referenced a report that was given by the Sheriff's Department, suggesting that citations were issued to spectators at street takeovers.
City Attorney Perrodin answered that he has not seen any cases related to spectators at street takeovers and noted that he will be involved in prosecuting cases on behalf of the City of Compton.
The meeting was recessed at 6:48pm and reconvened at 6:49pm.
COUNCIL COMMENTS
Councilmember Darden offered the following communications/announcements:
Commented on the success of the Audit Committee Meeting held on February 16; Washington Avenue Block Club meeting; and Free Paper & E-Waste Event held at the Compton Town Center.
Highlighted a concern regarding AT&T's application to discontinue landline services in the Compton area. She suggested sending letters to advocate for the preservation of these services.
Discussed the need for a dedicated human services department in the upcoming budget to better address homelessness.
Announced a “Fourth District Townhall” scheduled to be held on Saturday, March 2 at Kelly Park from 10:00am to 12 pm noon.
Praised the tree trimming company working in the Fourth District and expressed a desire for similar work along Long Beach Blvd. She also mentioned the need for cameras to help address issues such as prostitution.
Expressed concerns about vacancies in the Fire Department and mentioned that the recruiting process has started. She asked the City Manager to share information with citizens regarding vacancies and recruitment efforts to enhance community safety.
City Manager Hopkins reported that there is an aggressive effort to fill all vacancies within the city and specifically within the Fire Department. He maintained that approximately 36 candidates were interviewed recently, from which 10 were selected for positions. He also mentioned a list of 25 candidates that will remain valid until January 2025, allowing the department to tap into it as new vacancies arise due to anticipated promotions within the department.
Councilmember Bowers offered the following communications/announcements:
Requested written evidence from Mayor Sharif regarding any violations of rules or the Brown Act that he has committed. He expressed a willingness to apologize if such evidence is presented but emphasized that he believes he is acting in the best interest of the people.
Asserted his commitment to being the voice of the people and upheld the importance of hearing from constituents, especially on emotionally charged topics like street takeovers.
Recognized March as Women's History Month and highlighted "Listas" a campaign by the California Governor's Office of Emergency Services created to empower women with emergency resiliency knowledge launched.
Requested the meeting be adjourned in memory of Pastor George L. Ford III.
Councilmember Duhart offered the following communications/announcements:
Commented on the success of the Rising Communities meeting held last Saturday. Asked the City Manager to address any plans regarding the closure of any fire stations, now or in the near future.
City Manager Hopkins firmly stated that there has never been any discussion regarding the closure of fire stations in the City of Compton. He asserted that their current priority is to fully staff the fire department with sufficient personnel.
Mayor Sharif offered the following communications/announcements:
Commented on the success of the Metro African-American Employees Celebration:
Legacy of Congresswoman Maxine Waters Event; and Washington Avenue Block Club Meeting
Invited the residents to apply for city jobs at the “Compton Job Fair” scheduled to be held on Saturday, March 2 at Compton Community College from 9:00am to 2:00pm.
For more information call (424) 344-0961.
Due to the upcoming election on Tuesday, March 5, the City Council meeting will be held on Wednesday, March 6 at 5:30pm.
ADJOURNMENT
On motion by Duhart, seconded by Darden, the meeting was adjourned in memory of Pastor George L. Ford III at 7:11 p.m. by the following vote on roll call:
AYES: Council Members – Duhart, Bowers, Darden, Sharif NOES: Council Members – None
ABSENT: Council Members – Spicer
___________________________________ ___________________________________
CITY CLERK OF THE CITY OF COMPTON MAYOR OF THE CITY OF COMPTON November 12, 2024
TO: HONORABLE MAYOR AND COUNCIL MEMBERS
FROM: CITY MANAGER
SUBJECT: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON
AMENDING CHAPTER XII OF THE COMPTON MUNICIPAL CODE TO
AMEND SECTION 12-5 ESTABLISHING SPEED LIMITS IN CERTAIN ZONES IN THE CITY OF COMPTON.
SUMMARY
The City Council will consider adopting an Ordinance that will amend Chapter XII of the Compton Municipal Code to amend Section 12-5 to establish prima facie speed limits in certain zones in the City of Compton in accordance with state law.
BACKGROUND
Section 21 of the California Vehicle Code (“Code”) declares that except as otherwise expressly provided, the provisions of this code are applicable and uniform throughout the state and in all counties and municipalities therein, and a local authority shall not enact or enforce any ordinance or resolution on the matters covered by this code, including ordinances or resolutions that establish regulations or procedures for, or assess a fine, penalty, assessment, or fee for a violation of, matters covered by this code, unless expressly authorized by this code.
Section 22352 of the Code establishes a prima facie speed limit of 25 miles per hour on any highway other than a state highway, in any business or residence district. However, whenever a local authority determines based on an Engineering and Traffic Survey that a speed greater than 25 miles per hour would facilitate the orderly movement of traffic and would be reasonable and safe on a street, other than a state highway.
Section 22357 of the Code explicitly authorizes a local authority by ordinance to determine and declare a prima facie speed limit of 30 miles per hour to a maximum speed limit of 65 miles per hour. The higher prima facie speed limit established by the local authority shall not become effective until signs giving notice of the prima facie speed limit are erected on the affected street(s).
STATEMENT OF ISSUE
The Engineering and Traffic (E&T) Survey is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of Compton. This E&T survey presents recommended speed limits for 70 street segments in the City of Compton.
4.4.4. Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 2 of 10
Engineering and Traffic Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. Historically, these surveys must be updated 7 to 10 years to ensure the speeds reflect current conditions.
The Engineering and Traffic Survey are prepared under the direction of the California Vehicle Code (CVC). The CVC also requires that the surveys be conducted based on the methodology required by the California Manuel on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024.
Assembly Bill No. 43 (AB43), signed in October 2021, has given local agencies leeway to lower and maintain speed limits. The California Vehicle Code was amended in 2022 and the California MUTCD was amended in March 2023 to implement laws and guidelines with the changes set forth in AB 43. There were three major changes to how speed limits can be recommended under AB 43 as follows:
1. An Engineering and Traffic Survey conducted more than 7 years ago may be extended to 14 years (previously to 10 years) if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)II].
2. A local authority may establish and designate safety corridors throughout their jurisdiction. The local authority may recommend a speed limit with an additional five miles per hour reduction on segments designated as safety corridors. Local authorities may not lower a speed limit under this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide, whichever is sooner.
3. If a local authority, after completing an Engineering and Traffic Survey, finds that the speed limit is still reasonable or safe, the local authority may retain the current speed limit or restore the immediate prior speed limit if that speed limit was established with an Engineering and Traffic Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
The Engineering and Traffic Surveys for the City of Compton were conducted in accordance with procedures outlined in the California MUTCD and an Engineering and Traffic Survey requested by Section 627 of the CVC. The Code further describes three elements of an Engineering and Traffic Survey:
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 3 of 10
1. Measurement of prevailing speed
2. Accident history
3. Roadway characteristics not readily apparent to the motorist Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement.
The California MUTCD specifies the methodology to be used for completing Engineering and Traffic Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. A speed limit is established in the three options below:
Closest to 85 th Percentile Speed - a speed limit is established at the nearest 5-mile per hour increment to the 85th percentile speed.
California MUTCD Option 2 - for cases in which the nearest 5 mph increment of the 85th percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85 th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b).
Reduction using Segments with Special Conditions - for cases in which the nearest 5 mph increment of the 85 th percentile speed would require rounding down, the posted speed may be reduced by an additional 5 mph from the nearest 5 mph increment of the 85th percentile speed, in compliance with CVC Section 627 and 22358.5.
If the speed limit to be posted has had the 5 mph reduction applied, an Engineering and Traffic Survey shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5.
The last Engineering and Traffic Survey was conducted on behalf of the City on April 28, 2016 and adopted by the Council on November 14, 2017 pursuant to Ordinance No. 2,294.
On September 5, 2023, pursuant to Resolution No. 25,891, City Council authorized the City Manager to enter into a professional services agreement with Willdan Engineering to perform an Engineering and Traffic Study. Willdan performed the survey on May 29, 2024 and provided the following recommendations for consideration:
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 4 of 10
ENGINEERING AND TRAFFIC SURVEY – STREET SEGMENTS
NO. STREET FROM TO POSTED PROPOSED
1 EAST ALAMEDA
STREET AUTO DRIVE GREENLEAF
BOULEVARD 35 35
2 EAST ALAMEDA
STREET
GREENLEAF
BOULEVARD
COMPTON
BOULEVARD 35 35
3 EAST ALAMEDA
STREET
COMPTON
BOULEVARD
ROSECRANS
AVENUE 35 35
4 EAST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT 40 35
5 WEST ALAMEDA
STREET SOUTH CITY LIMIT GREENLEAF
BOULEVARD 40 40
6 WEST ALAMEDA
STREET
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 40 40
7 WEST ALAMEDA
STREET
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 40 40
8 WEST ALAMEDA
STREET
COMPTON
BOULEVARD
ROSECRANS
AVENUE 40 40
9 WEST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT 45 40
10 ALONDRA
BOULEVARD WEST CITY LIMIT WILMINGTON
AVENUE 40 40
11 ALONDRA
BOULEVARD
WILMINGTON
AVENUE
ALAMEDA
STREET 40 40
12 ALONDRA
BOULEVARD ALAMEDA STREET LONG BEACH
BOULEVARD 40 40
13 ALONDRA
BOULEVARD
LONG BEACH
BOULEVARD EAST CITY LIMIT 40 40
14 APRA STREET VICTORIA STREET ACACIA AVENUE 45 40
15 ARTESIA
BOULEVARD (EB) CENTRAL AVENUE ACACIA AVENUE 45 45
16 ARTESIA CENTRAL AVENUE ACACIA AVENUE 45 45
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 5 of 10
NO. STREET FROM TO POSTED PROPOSED
BOULEVARD (WB)
17 ARTESIA
BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 45 40
18 ARTESIA
BOULEVARD
SANTA FE
AVENUE
SUSANA ROAD/
HARBOR DRIVE 45 40
19 ATLANTIC AVENUE ALONDRA
BOULEVARD
SOUTH CITY
LIMIT 35 35
20 BRADFIELD AVENUE ROSECRANS
AVENUE
COMPTON
BOULEVARD 30 30
21 BULLIS ROAD COMPTON
BOULEVARD
ROSECRANS
AVENUE 30 35
22 BULLIS ROAD ROSECRANS
AVENUR
NORTH CITY
LIMITS 30 30
23 CENTRAL AVENUE SOUTH CITY LIMIT GREENLEAF
BOULEVARD 40 40
24 CENTRAL AVENUE GREENLEAF
BOULEVARD
COMPTON
BOULEVARD 40 40
25 CENTRAL AVENUE COMPTON
BOULEVARD
ROSECRANS
AVENUE 40 35
26 CENTRAL AVENUE ROSECRANS
AVENUE
NORTH CITY
LIMIT 45 40
27 COMPTON AVENUE SLATER AVENUE EL SEGUNDO
BOULEVARD 35 25
28 COMPTON BLVD WEST CITY LIMIT WILMINGTON AVE 35 35
29 COMPTON
BOULEVARD
WILMINGTON
AVENUE ACACIA AVENUE 35 35
30 COMPTON
BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 35 35
31 COMPTON
BOULEVARD
SANTA FE
AVENUE BULLIS ROAD 40 40
32 COMPTON
BOULEVARD BULLIS ROAD EAST CITY LIMIT 40 40
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 6 of 10
NO. STREET FROM TO POSTED PROPOSED
33 EL SEGUNDO
BOULEVARD CENTRAL AVENUE WILMINGTON
AVENUE 40 40
34 GREENLEAF
BOULEVARD CENTRAL AVENUE WILLOWBROOK
AVENUE 40 40
35 GREENLEAF
BOULEVARD
WILLOWBROOK
AVENUE
LONG BEACH
BOULEVARD 40 40
36 GREENLEAF
BOULEVARD
LONG BEACH
BOULEVARD EAST CITY LIMIT 35 35
37 LONG BEACH
BOULEVARD SOUTH CITY LIMIT ALONDRA
BOULEVARD 40 35
38 LONG BEACH
BOULEVARD
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 35 35
39 LONG BEACH
BOULEVARD
COMPTON
BOULEVAR
ROSECRANS
AVENUE 35 35
40 LONG BEACH
BOULEVARD
ROSECRANS
AVENUE
NORTH CITY
LIMIT 35 35
41 MANVILLE STREET WEST CITY LIMIT EAST CITY LIMIT 35 35 42 MCMILLAN STREET THORSON
AVENUE EAST CITY LIMIT 25 25
43 PALMER STREET ALAMEDA STREET SANTA FE
AVENUE 30 30
44 PALMER STREET SANTA FE
AVENUE
LONG BEACH
BOULEVARD 30 30
45 PARMELEE AVENUE 138TH STREET EL SEGUNDO
BOULEVARD 30 30
46 ROSECRANS
AVENUE WEST CITY LIMIT WILMINGTON
AVENUE 40 40
47 ROSECRANS
AVENUE
WILMINGTON
AVENUE ACACIA AVENUE 40 40
48 ROSECRANS
AVENUE ACACIA AVENUE SANTA FE
AVENUE 40 40
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 7 of 10
NO. STREET FROM TO POSTED PROPOSED
49 ROSECRANS AVE SANTA FE
AVENUE BULLIS ROAD 40 40
50 ROSECRANS
AVENUE BULLIS ROAD EAST CITY LIMIT 40 40
51 SANTA FE AVENUE ARTESIA
BOULEVARD
GREENLEAF
BOULEVARD 40 40
52 SANTA FE AVENUE GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 40 40
53 SANTA FE AVENUE ALONDRA
BOULEVARD
COMPTON
BOULEVARD 40 40
54 SANTA FE AVENUE COMPTON
BOULEVARD
ROSECRANS
AVENUE 40 40
55 SANTA FE AVENUE ROSECRANS
AVENUE
NORTH CITY
LIMIT 40 40
56 VICTORIA STREET WILMINGTON
AVENUE APRA STREET 40 40
57 VICTORIA STREET APRA STREET SOUTH CITY
LIMIT 45 40
58 WALNUT STREET WEST CITY LIMIT WILMINGTON
AVENUE 35 35
59 WALNUT STREET WILMINGTON
AVENUE ACACIA AVENUE 35 35
60 WILLOWBROOK
AVENUE (EAST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 30 35
61 WILLOWBROOK AVE
NUE (EAST)
ALONDRA
BOULEVARD PALMER STREET 30 35
62 WILLOWBROOK AVE
NUE (EAST)
500 SOUTH OF
ELM STREET
ROSECRANS
AVENUE 30 30
63 WILLOWBROOK
AVENUE (WEST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 30 30
64 WILLOWBROOK AVE
NUE (WEST)
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 35 30
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 8 of 10
NO. STREET FROM TO POSTED PROPOSED
65 WILLOWBROOK
AVENUE (WEST)
COMPTON
BOULEVARD
ROSECRANS
AVENUE 35 30
66 WILMINGTON
AVENUE SOUTH CITY LIMIT GREENLEAF
BOULEVARD 35 35
67 WILMINGTON
AVENUE
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 35 35
68 WILMINGTON
AVENUE
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 40 35
69 WILMINGTON
AVENUE
COMPTON
BOULEVARD ROSECRANS AVE 35 35
70 WILMINGTON
AVENUE
ROSECRANS
AVENUE
NORTH CITY
LIMIT 35 35
Table 2 – Street Segments with Recommended Speed Changes NO. STREET FROM TO POSTED PROPOSED
4 EAST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT 40 35
9 WEST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT 45 40
14 APRA STREET VICTORIA STREET ACACIA AVENUE 45 40
17 ARTESIA
BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 45 40
18 ARTESIA
BOULEVARD
SANTA FE
AVENUE
SUSANA ROAD/
HARBOR DRIVE 45 40
21 BULLIS ROAD COMPTON
BOULEVARD
ROSECRANS
AVENUE 30 35
25 CENTRAL AVENUE COMPTON
BOULEVARD
ROSECRANS
AVENUE 40 35
26 CENTRAL AVENUE ROSECRANS
AVENUE
NORTH CITY
LIMIT 45 40
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 9 of 10
NO. STREET FROM TO POSTED PROPOSED
27 COMPTON AVENUE SLATER AVENUE EL SEGUNDO
BOULEVARD 35 25
37 LONG BEACH
BOULEVARD SOUTH CITY LIMIT ALONDRA
BOULEVARD 40 35
57 VICTORIA STREET APRA STREET SOUTH CITY
LIMIT 45 40
60 WILLOWBROOK
AVENUE (EAST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 30 35
61 WILLOWBROOK AVE
NUE (EAST)
ALONDRA
BOULEVARD PALMER STREET 30 35
64 WILLOWBROOK AVE
NUE (WEST)
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 35 30
65 WILLOWBROOK
AVENUE (WEST)
COMPTON
BOULEVARD
ROSECRANS
AVENUE 35 30
68 WILMINGTON
AVENUE
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 40 35
The 2024 Engineering and Traffic Survey report dated May 29, 2024 was conducted in accordance with applicable provision of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 4, 2024, and as required by Section 627 of the CVC. This Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement.
Therefore, in order to have the legal authority to enforce speed limits on City streets, the City Council must approve and adopt the speed limits as a recommended based on the Engineering and Traffic Survey prepared by Willdan Engineering.
FISCAL IMPACT
Anticipated fiscal impact should be limited to the cost of production of new signs needed for streets where the prima facie speed limit will be changed pursuant to adoption of this Ordinance.
Staff Report – Ordinance Amending CMC 12-5
Establish Speed Limits on Certain Street
November 12, 2024, page 10 of 10
RECOMMENDATION
Staff recommends that the City Council adopt the attached Ordinance.
JOHN D. STRICKLAND, JR.
DIRECTOR OF PUBLIC WORKS
APPROVED FOR FORWARDING
WILLIE A. HOPKINS, JR.
CITY MANAGER
ORDINANCE NO. ___________
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON
AMENDING CHAPTER XII OF THE COMPTON MUNICIPAL CODE TO
AMEND SECTION 12-5 ESTABLISHING SPEED LIMITS IN CERTAIN
ZONES IN THE CITY OF COMPTON
WHEREAS, Section 21 of the California Vehicle Code (“Code”) declares that, unless expressly authorized, all provisions of the Vehicle Code (“Code”) shall be applicable and uniform throughout the state and in all counties and municipalities; and
WHEREAS, Section 22352 of the Code establishes a prima facie speed limit of 25 miles per hour on any highway other than a state highway, in any business or residence district; however, whenever a local authority determines based on an Engineering and Traffic Survey that a speed greater than 25 miles per hour would facilitate the orderly movement of traffic and would be reasonable and safe on a street, other than a state highway, Section 22357 of the Code explicitly authorizes a local authority by ordinance to determine and declare a prima facie speed limit of 30 miles per hour to a maximum speed limit of 65 miles per hour; and WHEREAS, the higher prima facie speed limit established by the local authority shall not become effective until signs giving notice of the prima facie speed limit are erected on the affected street(s); and
WHEREAS, additionally, Section 40902 of the Code, relating to “speed traps” requires that the local authority must first conduct an Engineering and Traffic Study in order to prosecute a speed violation based on the use of radar, laser or other electronic device; and
WHEREAS, the last Engineering and Traffic Survey was conducted on behalf of the City on April 28, 2016 and adopted by the Council on November 14, 2017 pursuant to Ordinance No. 2,294; an
WHEREAS,the engineering firm of Willdan Engineering was contracted to perform an Engineering and Traffic Survey on September 5, 2023; and WHEREAS,the 2024 Engineering and Traffic Survey report dated May 29, 2024 was conducted in accordance with applicable provision of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 4, 2024, and as required by Section 627 of the CVC and this Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COMPTON, DOES HEREBY ORDAIN AS FOLLOWS:
Section 1.That Section 12-5.1 (Increasing State Speed Limit in Certain Zones) of Chapter 12 of the Compton Municipal Code is hereby amended in its entirety to read as follows:
12-5.1 Increasing State Speed Limits in Certain Zones.
Pursuant to the provisions of Section 22357 of the California Vehicle Code, the City Council does hereby determine, upon the basis of an Engineering and Traffic Survey that the speeds permitted by state laws upon the street section set forth in this section are less than necessary to facilitate the orderly movement of vehicular traffic in a reasonable and safe manner, and, therefore, it is declared that, when appropriate signs are erected giving notice thereof, the prima facie speed limits on said street sections shall be as follows:
NO. STREET FROM TO
DECLARED
PRIMA FACIE
SPEED LIMIT
Ordinance No. ___________
NO. STREET FROM TO
DECLARED
PRIMA FACIE
SPEED LIMIT
1 EAST ALAMEDA
STREET AUTO DRIVE GREENLEAF
BOULEVARD 35
2 EAST ALAMEDA
STREET
GREENLEAF
BOULEVARD
COMPTON
BOULEVARD 35
3 EAST ALAMEDA
STREET
COMPTON
BOULEVARD
ROSECRANS
AVENUE 35
4 EAST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT 35
5 WEST ALAMEDA
STREET SOUTH CITY LIMIT GREENLEAF
BOULEVARD 40
6 WEST ALAMEDA
STREET
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 40
7 WEST ALAMEDA
STREET
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 40
8 WEST ALAMEDA
STREET
COMPTON
BOULEVARD
ROSECRANS
AVENUE 40
9 WEST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT 40
10 ALONDRA
BOULEVARD WEST CITY LIMIT WILMINGTON
AVENUE 40
11 ALONDRA
BOULEVARD
WILMINGTON
AVENUE
ALAMEDA
STREET 40
12 ALONDRA
BOULEVARD ALAMEDA STREET LONG BEACH
BOULEVARD 40
13 ALONDRA
BOULEVARD
LONG BEACH
BOULEVARD EAST CITY LIMIT 40
14 APRA STREET VICTORIA STREET ACACIA AVENUE 40
15 ARTESIA
BOULEVARD (EB) CENTRAL AVENUE ACACIA AVENUE 45
16 ARTESIA
BOULEVARD (WB) CENTRAL AVENUE ACACIA AVENUE 45
17 ARTESIA
BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 40
18 ARTESIA
BOULEVARD
SANTA FE
AVENUE
SUSANA ROAD/
HARBOR DRIVE 40
19 ATLANTIC AVENUE ALONDRA
BOULEVARD
SOUTH CITY
LIMIT 35
20 BRADFIELD AVENUE ROSECRANS
AVENUE
COMPTON
BOULEVARD 30
21 BULLIS ROAD COMPTON
BOULEVARD
ROSECRANS
AVENUE 35
22 BULLIS ROAD ROSECRANS
AVENUR
NORTH CITY
LIMITS 30
23 CENTRAL AVENUE SOUTH CITY LIMIT GREENLEAF
BOULEVARD 40
24 CENTRAL AVENUE GREENLEAF
BOULEVARD
COMPTON
BOULEVARD 40
25 CENTRAL AVENUE COMPTON
BOULEVARD
ROSECRANS
AVENUE 35
26 CENTRAL AVENUE ROSECRANS
AVENUE
NORTH CITY
LIMIT 40
27 COMPTON AVENUE SLATER AVENUE EL SEGUNDO
BOULEVARD 25
28 COMPTON BLVD WEST CITY LIMIT WILMINGTON AVE 35
29 COMPTON
BOULEVARD
WILMINGTON
AVENUE ACACIA AVENUE 35
30 COMPTON
BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 35
31 COMPTON
BOULEVARD
SANTA FE
AVENUE BULLIS ROAD 40
32 COMPTON
BOULEVARD BULLIS ROAD EAST CITY LIMIT 40
33 EL SEGUNDO
BOULEVARD CENTRAL AVENUE WILMINGTON
AVENUE 40
34 GREENLEAF
BOULEVARD CENTRAL AVENUE WILLOWBROOK
AVENUE 40
Ordinance No. ___________
NO. STREET FROM TO
DECLARED
PRIMA FACIE
SPEED LIMIT
35 GREENLEAF
BOULEVARD
WILLOWBROOK
AVENUE
LONG BEACH
BOULEVARD 40
36 GREENLEAF
BOULEVARD
LONG BEACH
BOULEVARD EAST CITY LIMIT 35
37 LONG BEACH
BOULEVARD SOUTH CITY LIMIT ALONDRA
BOULEVARD 35
38 LONG BEACH
BOULEVARD
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 35
39 LONG BEACH
BOULEVARD
COMPTON
BOULEVAR
ROSECRANS
AVENUE 35
40 LONG BEACH
BOULEVARD
ROSECRANS
AVENUE
NORTH CITY
LIMIT 35
41 MANVILLE STREET WEST CITY LIMIT EAST CITY LIMIT 35
42 MCMILLAN STREET THORSON
AVENUE EAST CITY LIMIT 25
43 PALMER STREET ALAMEDA STREET SANTA FE
AVENUE 30
44 PALMER STREET SANTA FE
AVENUE
LONG BEACH
BOULEVARD 30
45 PARMELEE AVENUE 138TH STREET EL SEGUNDO
BOULEVARD 30
46 ROSECRANS
AVENUE WEST CITY LIMIT WILMINGTON
AVENUE 40
47 ROSECRANS
AVENUE
WILMINGTON
AVENUE ACACIA AVENUE 40
48 ROSECRANS
AVENUE ACACIA AVENUE SANTA FE
AVENUE 40
49 ROSECRANS AVE SANTA FE
AVENUE BULLIS ROAD 40
50 ROSECRANS
AVENUE BULLIS ROAD EAST CITY LIMIT 40
51 SANTA FE AVENUE ARTESIA
BOULEVARD
GREENLEAF
BOULEVARD 40
52 SANTA FE AVENUE GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 40
53 SANTA FE AVENUE ALONDRA
BOULEVARD
COMPTON
BOULEVARD 40
54 SANTA FE AVENUE COMPTON
BOULEVARD
ROSECRANS
AVENUE 40
55 SANTA FE AVENUE ROSECRANS
AVENUE
NORTH CITY
LIMIT 40
56 VICTORIA STREET WILMINGTON
AVENUE APRA STREET 40
57 VICTORIA STREET APRA STREET SOUTH CITY
LIMIT 40
58 WALNUT STREET WEST CITY LIMIT WILMINGTON
AVENUE 35
59 WALNUT STREET WILMINGTON
AVENUE ACACIA AVENUE 35
60 WILLOWBROOK
AVENUE (EAST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 35
61 WILLOWBROOK AVE
NUE (EAST)
ALONDRA
BOULEVARD PALMER STREET 35
62 WILLOWBROOK AVE
NUE (EAST)
500 SOUTH OF
ELM STREET
ROSECRANS
AVENUE 30
63 WILLOWBROOK
AVENUE (WEST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 30
64 WILLOWBROOK AVE
NUE (WEST)
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 30
65 WILLOWBROOK
AVENUE (WEST)
COMPTON
BOULEVARD
ROSECRANS
AVENUE 30
66 WILMINGTON
AVENUE SOUTH CITY LIMIT GREENLEAF
BOULEVARD 35
67 WILMINGTON
AVENUE
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD 35
Ordinance No. ___________
NO. STREET FROM TO
DECLARED
PRIMA FACIE
SPEED LIMIT
68 WILMINGTON
AVENUE
ALONDRA
BOULEVARD
COMPTON
BOULEVARD 35
69 WILMINGTON
AVENUE
COMPTON
BOULEVARD ROSECRANS AVE 35
70 WILMINGTON
AVENUE
ROSECRANS
AVENUE
NORTH CITY
LIMIT 35
Section 2.That appropriate speed limit signs shall be posted and/or changed, immediately, as necessary.
Section 3.That if any provision of this Ordinance is determined by any court of competent jurisdiction to be unconstitutional or otherwise invalid, such invalidity shall not affect the remaining provision of this Ordinance which can be implemented without the invalid provisions, and, to this end, the provisions of this Ordinance are declared to be severable.
Section 4.That this Ordinance shall take effect thirty (30) days after its adoption.
Section 5.That copies of this Ordinance shall be filed in the offices of the City Clerk, City Manager, City Attorney, Public Works Engineering Department and the Los Angeles County Sheriff’s Department, Compton Station.
Section 6.That the Mayor shall sign and the City Clerk shall attest to the adoption of this Ordinance and shall cause the same to be published as required by law.
ADOPTED this _______ day of ___________, 2024.
________________________________
MAYOR OF THE CITY OF COMPTON
ATTEST:
_____________________________________
CITY CLERK OF THE CITY OF COMPTON
Ordinance No. ___________
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss
CITY OF COMPTON )
I, Vernell McDaniel, City Clerk of the City of Compton, hereby certify that the foregoing Ordinance was adopted by the City Council, signed by the Mayor, and attested by the City Clerk at a regular meeting thereof held on the ________ day of _____________, 2024.
That said Ordinance was adopted by the following vote, to wit:
AYES: COUNCIL MEMBERS–
NOES: COUNCIL MEMBERS–
ABSENT: COUNCIL MEMBERS–
ABSTAIN: COUNCIL MEMBERS–
_____________________________________
CITY CLERK OF THE CITY OF COMPTON
N
City of Compton
2024 Engineering and
Traffic Survey Report
May 2024
Willdan Engineering
13191 Crossroads Pkwy N Suite 405
City of Industry, CA 91746
562.908.6200
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
May 29, 2024
Amal Sedrak, PE, PMP
Acting City Engineer/ Senior Civil Engineer
205 South Willowbrook Avenue
Compton, CA
Subject: 2024 Engineering and Traffic Survey
Dear Ms. Sedrak:
As requested, Willdan has completed an Engineering and Traffic (E&T) Survey to justify and update the posted speed limits along 70 street segments in the City of Compton. These segments were last surveyed in 2016 and require an update to comply with the 10-year limitation set forth in the California Vehicle Code (CVC).
We are pleased to submit the enclosed Report that describes the E&T survey procedures and contains recommendations for posted speed limits on the City’s arterial and collector street system. A summary of these recommendations is included in the Analysis. Supporting documentation for each speed zone recommendation is provided in the Appendices.
The Report was conducted in accordance with applicable provisions of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024, and as required by Section 627 of the CVC. The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement.
We appreciate the opportunity to serve the City of Compton and the assistance and cooperation afforded to us during the course of this study.
Very truly yours,
WILLDAN
Nicolle Spann, P.E., T.E.
Traffic Engineer
Enclosure
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
Table of Contents
Introduction ........................................................................................................ 2 Elements Of the Engineering and Traffic Survey ....................................................................................... 3 Speed Sampling ...................................................................................................................................... 3 Crash History .......................................................................................................................................... 5 Conditions Not Readily Apparent to Motorists ...................................................................................... 5 Retain Currently Adopted or Restore Immediately Prior Speed Limit – New from AB 43...................... 5 Survey Conditions ............................................................................................... 6 Survey Locations ........................................................................................................................................ 6 Data Collection .......................................................................................................................................... 6 Speed Data ............................................................................................................................................. 6 Field Review Data .................................................................................................................................. 6 Crash Data ............................................................................................................................................. 7 Analysis .............................................................................................................. 7 Criteria ....................................................................................................................................................... 7 Results and Engineering and Traffic Survey Recommendations ............................................................... 8 Retain Currently Adopted or Restore Immediately Prior Speed Limit Application ................................... 8 Speed Limit Recommendations ................................................................................................................. 9 Table 1- Summary of Recommendations ............................................................................................. 10 Table 2- Street Segments with Recommended Speed Changes ........................................................... 19 Segments with Special Conditions .......................................................................................................... 20 Comprehensive List of Abbreviations ................................................................ 24 Legislative References ....................................................................................... 25 Applicable Sections of California Vehicle Code ....................................................................................... 25 Engineering and Traffic Surveys ........................................................................................................... 25 Basic Speed Law ................................................................................................................................... 26 Speed Law Violations ........................................................................................................................... 26 Prima Facie Speed Limits ..................................................................................................................... 26 Business Activity Districts..................................................................................................................... 28 Minimum and Maximum Prima Facie Speed Limits ............................................................................ 29 Downward Speed Zoning ..................................................................................................................... 30 Safety Corridors (Added code from AB 43) .......................................................................................... 30 Maintaining Posted Speeds (Added code from AB 43) ........................................................................ 31 Boundary Line Streets .......................................................................................................................... 31 Speed Trap Prohibition......................................................................................................................... 32 Speed Trap ........................................................................................................................................... 32 2024 Engineering and Traffic Survey Report
CITY OF COMPTON
Speed Trap Evidence ............................................................................................................................ 34
APPENDIX A
Street Segment Data
APPENDIX B
Radar Speed Distribution Forms
APPENDIX C
Survey Equipment
2024 Engineering and Traffic Survey Report
2 CITY OF COMPTON
Introduction
This Engineering and Traffic (E&T) Survey is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of Compton. This E&T Survey presents recommended speed limits for 70 street segments in the City of Compton. E&T Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. Historically, these surveys must be updated every 7 to 10 years to ensure the speeds reflect current conditions.
E&T Surveys are prepared under the direction of California Vehicle Code (CVC). The CVC also requires that the surveys be conducted based on the methodology required by the California Manuel on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024.
Assembly Bill No. 43 (AB 43), signed in October 2021, has given local agencies more leeway to lower and maintain speed limits. The California Vehicle Code was amended in 2022 and the California MUTCD was amended in March 2023 to implement laws and guidelines with the changes set forth in AB 43. There were three major changes to how speed limits can be recommended under AB 43 as follows:
1. An E&T Survey conducted more than 7 years ago may be extended to 14 years (previously to 10 years) if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)(II)].
2. A local authority may establish and designate safety corridors throughout their jurisdiction. The local authority may recommend a speed limit with an additional five mile per hour reduction on segments designated as safety corridors. Local authorities may not lower a speed limit under this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide, whichever is sooner.
3. If a local authority, after completing an E&T Survey, finds that the speed limit is still reasonable or safe, the local authority may retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an E&T Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
This E&T survey was requested by the City for the proper posting of speed limits and to enable the Police Department to utilize radar or other electronic speed measuring devices for speed enforcement.
CVC Sections 40801 and 40802 require E&T Surveys that verify the prima facie speed limit before enforcement by such a device is legal. The law further specifies that these surveys be conducted every 5 years. The surveys can be extended to 7 years provided the City’s Police Department(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(I)].
Posted speed limits are established primarily to protect the general public from the reckless and unpredictable behavior of dangerous drivers. They provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law (CVC Section 22350). This law states 2024 Engineering and Traffic Survey Report
3 CITY OF COMPTON
that "No person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions.
The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and therefore, the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not on the judgment of one or a few individuals. A radar speed study is usually conducted to record the prevailing speed of reasonable drivers.
Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, accident history, roadway conditions, traffic characteristics, and land use must also be analyzed before determining speed limits. Speed limit changes are usually made in coordination with physical changes in roadway conditions or roadside developments. Unusually short zones of less than one-half mile in length should be avoided to reduce driver confusion.
The E&T Surveys for the City were conducted in accordance with procedures outlined in the California MUTCD and as required by Section 627 of the CVC. The Code further describes three elements of an E&T Survey:
1. Measurement of prevailing speed;
2. Accident history; and
3. Roadway characteristics not readily apparent to the motorist.
Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement.
Elements Of the Engineering and Traffic Survey
The California MUTCD specifies the methodology to be used for completing E&T Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of the E&T Survey are discussed in more detail as follows:
Speed Sampling
Existing vehicle speeds are surveyed by a certified radar operator with a calibrated radar unit in an unmarked vehicle. Speed samples are taken for each segment representing a statistically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key element in the evaluation is the identification of the 85th percentile speed. The 85th percentile speed is the speed at or below which 85 percent of the traffic travels. This threshold represents what is 2024 Engineering and Traffic Survey Report
4 CITY OF COMPTON
historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. A speed limit is established in the three options below.
Options:
▪ Closest to 85th Percentile Speed – A speed limit is established at the nearest 5-mile per hour increment to the 85th percentile speed.
▪ California MUTCD Option 2 - For cases in which the nearest 5 mph increment of the 85th- percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b).
▪ Reduction using Segments with Special Conditions - For cases in which the nearest 5 mph increment of the 85th-percentile speed would require rounding down, the posted speed may be reduced by an additional 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5.
If the speed limit to be posted has had the 5 mph reduction applied, then an E&T Survey shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5.
The following examples are provided to explain the application of these speed limit criteria:
If the 85th percentile speed in a speed survey for a location was 33 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round up to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed.
▪ California MUTCD Option 2 - Instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied. ▪ Reduction using Segments with Special Conditions - The first step is to round up, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed.
As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey. However, it is best to apply MUTCD Option 2 in these scenarios as it will not require documentation of conditions and justification to lower the speed limit.
If the 85th percentile speed in a speed survey for a location was 37 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round down to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed.
2024 Engineering and Traffic Survey Report
5 CITY OF COMPTON
▪ California MUTCD Option 2 – This option is not applicable to 85th percentile speeds that already round down to the nearest 5-mph increment using the “Closest to 85th Percentile Speed” option. ▪ Reduction using Segments with Special Conditions - The first step is to round down, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey.
Crash History
Reported crashes are reviewed for each street segment to determine if there is a higher than expected average rate of crashes. A segment that has an above-average crash rate typically suggests conditions that are not readily apparent to motorists.
Conditions Not Readily Apparent to Motorists
Each street segment is field inspected to identify roadway conditions that may not be readily apparent to motorists. A determination is made whether any conditions are significant and warrant the recommendation of the speed limit 5 mph below the basic speed limit.
Retain Currently Adopted or Restore Immediately Prior Speed Limit – New from AB 43 The City may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8, added through AB 43.
The currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&T Survey, the City finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&T Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
If the City decides to use a lower speed limit based on CVC Section 22358.8, after completing an E&T Survey and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit or not below the immediately prior speed limit. Refer to CVC Section 22358.8(b).
2024 Engineering and Traffic Survey Report
6 CITY OF COMPTON
Survey Conditions
Survey Locations
The procedures described below describe the criteria and methods used to survey selected streets within the City of Compton. The specific location of the radar speed survey for each street segment was selected after considering the following:
1. Minimum stop sign and traffic signal influence.
2. Minimum visibility restrictions.
3. Non-congested traffic flow away from intersections and driveways.
4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle.
Data Collection
Data of existing conditions was obtained including prevailing speed of vehicles, traffic crashes, visibility restrictions, and roadway conditions within the community. Speed data and field reviews were conducted at 70 locations during the months of January and February 2024.
Speed Data
Radar speed measurements were conducted at 70 locations during the month of January and February 2024. The radar speed distribution forms are in Appendix B. All surveys were conducted in good weather conditions, during off-peak hours on weekdays. The radar unit was operated from an unmarked vehicle to minimize any influence on driver behavior. Typically, a minimum sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained for each segment.
Traffic speeds in both directions were recorded for individual segments.
Field Review Data
A field review was conducted for each of the selected street segments in the City with consideration for the following factors:
1. Street width and alignment;
2. Pedestrian activity and traffic flow characteristics;
3. Number of lanes and other channelization and striping patterns;
4. Frequency of intersections, driveways, and on-street parking;
5. Location of stop signs and other regulatory traffic control devices;
6. Visibility obstructions;
2024 Engineering and Traffic Survey Report
7 CITY OF COMPTON
7. Land use and proximity to schools;
8. Pedestrian and bicycle usage;
9. Uniformity with existing speed zones and those in adjacent jurisdictions; and
10. Any other unusual condition not readily apparent to the driver.
Crash Data
Crash data was obtained from the California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic crash database. For this study, crash data was used from the latest 3 years of reported accidents from January 1, 2021 to December 31, 2023. The crash rates for the 70 segments are expressed in crashes per million vehicle miles (C/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment. This information was then entered into the following formula to determine the crash rate:
𝑹 = 𝑪 × 𝟏, 𝟎𝟎𝟎, 𝟎𝟎𝟎
𝒕 × 𝟑𝟔𝟓 𝒅𝒂𝒚𝒔
𝒚𝒆𝒂𝒓 × 𝒍 × 𝒗
C = Number of midblock crashes over time period
R = Crash Rate (crashes/million vehicle miles)
t = Time Period Covered (in years)
l = Length of Segment (miles)
v = Traffic Volume (average daily traffic)
The segment crash rate was then compared to the average statewide crash rate of similar roadways.
The average statewide crash rates were obtained from 2021 Collision Data on California State Highways published by Caltrans.
Analysis
Criteria
Survey data was compiled and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California MUTCD. Some of the criteria used are:
A. The critical speed or 85th percentile speed is that speed at or below which 85 percent of the traffic is moving. This speed is the baseline value in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the critical speed are not considered reasonable and safe. Speed limits set lower than the critical speed make a large number of reasonable drivers "unlawful," and do not facilitate the orderly flow of traffic. The “basic speed limit” is the nearest 5 mph increment to the 85th percentile speed.
B. The 10 mile per hour (mph) pace speed is the 10 mph increment that contains the highest percentage of vehicles. It is a measure of the dispersion of speeds across the range of the samples surveyed. An accepted practice is to keep the speed limit within the 10 mph pace while 2024 Engineering and Traffic Survey Report
8 CITY OF COMPTON
considering the critical speed and other factors that might require a speed lower than the critical speed.
C. The crash rate for each street segment is compared to average crash rates that can be reasonably expected to occur on streets and highways in other jurisdictions, in proportion to the volume of traffic per lane mile. These average crash rates have been developed by the State of California and are considered reasonable for use in the City of Compton.
Results and Engineering and Traffic Survey Recommendations The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of available data and recommend a speed limit for each street segment surveyed based on the guidelines for an Engineering and Traffic Survey set forth by the California MUTCD and the CVC. A complete summary of all recommendations is shown in Table 1. In each case, the recommended speed limit was consistent with the prevailing behavior as demonstrated by the radar speed measurements.
Typically, a speed limit in the upper range of the 10-mile pace was selected unless a crash rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits 5 mph or more below the basic speed limit are fully explained later in this report.
The Legislature, in adopting Section 22358.5 of the CVC, has made it clear that physical conditions, such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not be the basis for special downward speed zoning. In these cases, the basic speed law (CVC Section 22350) is sufficient to regulate such conditions.
Retain Currently Adopted or Restore Immediately Prior Speed Limit Application Using CVC Section 22358.8, a new section added due to AB 43, the City can choose to use previous speed limits from the currently adopted or immediately prior Engineer’s E&T recommendations. This decision is made by the City after an Engineering and Traffic Survey has been completed and is applicable if each of the following three conditions are met:
1. The agency identifies that the posted speed limit is reasonable or safe
2. An Engineer has verified that no general purpose lanes have been added
3. The speed limit was established with an Engineering and Traffic Survey For segments with limits that have been redefined and currently have two different posted speed limits along the segment, the lower of the two speed limits may be retained since the segment has consistent roadway and land use conditions and is adequately combined as a single segment, verified by an Engineer.
2024 Engineering and Traffic Survey Report
9 CITY OF COMPTON
Speed Limit Recommendations
The recommendations contained in this Report are intended to establish prima facie speed limits. They are not intended to be absolute for all prevailing conditions. All prima facie speed violations are actually violations of the basic speed law (CVC Section 22350). This statute states that a person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit is intended to establish a maximum safe speed under normal conditions.
Table 1 summarizes the data collected and recommended speed limit for each segment in this E&T Survey.
Table 2 identifies the street segments with recommended changes in posted speed limit for 2023.
Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
EAST ALAMEDA
STREET
AUTO DRIVE GREENLEAF
BOULEVARD
22,475 401.07 30-390.160.25 59 *35351 %
EAST ALAMEDA
STREET
GREENLEAF
BOULEVARD
COMPTON
BOULEVARD
3,762 411.07 28-370.241 56 *35352 %
EAST ALAMEDA
STREET
COMPTON
BOULEVARD
ROSECRANS
AVENUE
5,679 371.07 28-370.000.5 62 Closest to 85th Speed35353 %
EAST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT
7,102 431.07 32-410.101.3 54 *35**40**4 %
WEST ALAMEDA
STREET
SOUTH CITY LIMIT GREENLEAF
BOULEVARD
22,031 390.64 30-390.170.75 81 Closest to 85th Speed40405 %
WEST ALAMEDA
STREET
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD
15,877 420.66 32-410.000.5 70 Closest to 85th Speed40406 %
WEST ALAMEDA
STREET
ALONDRA
BOULEVARD
COMPTON
BOULEVARD
18,999 380.66 27-360.000.5 72 Closest to 85th Speed40407 %
WEST ALAMEDA
STREET
COMPTON
BOULEVARD
ROSECRANS
AVENUE
25,412 390.66 28-370.140.5 71 Closest to 85th Speed40408 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 10 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
WEST ALAMEDA
STREET
ROSECRANS
AVENUE
NORTH CITY
LIMIT
28,190 480.77 36-450.071.4 64 *40459 %
ALONDRA
BOULEVARD
WEST CITY LIMIT WILMINGTON
AVENUE
17,435 440.66 33-420.191.4 68 California MUTCD Option 2404010 %
ALONDRA
BOULEVARD
WILMINGTON
AVENUE
ALAMEDA
STREET
18,419 440.66 33-420.401 66 California MUTCD Option 2404011 %
ALONDRA
BOULEVARD
ALAMEDA STREET LONG BEACH
BOULEVARD
22,498 400.64 29-380.000.7 77 Closest to 85th Speed40**40**12 %
ALONDRA
BOULEVARD
LONG BEACH
BOULEVARD
EAST CITY LIMIT 27,051 400.64 29-380.001.4 78 Closest to 85th Speed404013 % APRA STREET VICTORIA STREET ACACIA AVENUE 2,869 400.66 25-340.000.43 51 Closest to 85th Speed404514 %
ARTESIA
BOULEVARD (EB)
CENTRAL AVENUE ACACIA AVENUE 6,996 460.93 32-410.001.36 50 Closest to 85th Speed454515 %
ARTESIA
BOULEVARD
(WB)
CENTRAL AVENUE ACACIA AVENUE 3,005 470.93 34-430.671.36 54 Closest to 85th Speed454516 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 11 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
ARTESIA
BOULEVARD
ACACIA AVENUE SANTA FE
AVENUE
11,450 430.93 33-420.530.6 59 California MUTCD Option 2404517 %
ARTESIA
BOULEVARD
SANTA FE AVENUE SUSANA ROAD /
HARBOR DRIVE
8,315 380.93 27-360.270.4 65 Closest to 85th Speed404518 %
ATLANTIC
AVENUE
ALONDRA
BOULEVARD
SOUTH CITY
LIMIT
18,513 440.66 34-430.100.5 73 *353519 %
BRADFIELD
AVENUE
ROSECRANS
AVENUE
COMPTON
BOULEVARD
2,905 291.07 21-300.000.5 74 *303020 %
BULLIS ROAD COMPTON
BOULEVARD
ROSECRANS
AVENUE
10,026 381.07 27-360.180.5 81 California MUTCD Option 2353021 %
BULLIS ROAD ROSECRANS
AVENUE
NORTH CITY
LIMITS
12,979 360.66 28-370.000.65 82 *303022 %
CENTRAL
AVENUE
SOUTH CITY LIMIT GREENLEAF
BOULEVARD
26,932 430.64 32-410.150.7 65 California MUTCD Option 2404023 %
CENTRAL
AVENUE
GREENLEAF
BOULEVARD
COMPTON
BOULEVARD
24,576 420.64 30-390.101.1 71 Closest to 85th Speed404024 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 12 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
CENTRAL
AVENUE
COMPTON
BOULEVARD
ROSECRANS
AVENUE
22,495 360.64 27-360.000.5 83 Closest to 85th Speed354025 %
CENTRAL
AVENUE
ROSECRANS
AVENUE
NORTH CITY
LIMIT
25,046 420.77 32-410.151 66 Closest to 85th Speed404526 %
COMPTON
AVENUE
SLATER AVENUE EL SEGUNDO
BOULEVARD
2,821 321.07 23-320.000.41 77 *253527 %
COMPTON
BOULEVARD
WEST CITY LIMIT WILMINGTON
AVENUE
23,101 390.66 30-390.091.3 76 California MUTCD Option 2353528 %
COMPTON
BOULEVARD
WILMINGTON
AVENUE
ACACIA AVENUE 23,820 400.66 29-380.250.62 72 *353529 %
COMPTON
BOULEVARD
ACACIA AVENUE SANTA FE
AVENUE
18,175 370.64 28-370.000.6 83 Closest to 85th Speed353530 %
COMPTON
BOULEVARD
SANTA FE AVENUE BULLIS ROAD 25,607 430.66 29-380.000.5 64 California MUTCD Option 2404031 %
COMPTON
BOULEVARD
BULLIS ROAD EAST CITY LIMIT 23,340 390.66 27-360.031.4 75 Closest to 85th Speed404032 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 13 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
EL SEGUNDO
BOULEVARD
CENTRAL AVENUE WILMINGTON
AVENUE
24,889 440.66 32-410.300.86 65 California MUTCD Option 2404033 %
GREENLEAF
BOULEVARD
CENTRAL AVENUE WILLOWBROOK
AVENUE
13,459 400.66 30-390.141.44 78 Closest to 85th Speed404034 %
GREENLEAF
BOULEVARD
WILLOWBROOK
AVENUE
LONG BEACH
BOULEVARD
13,517 411.07 30-390.001 75 Closest to 85th Speed404035 %
GREENLEAF
BOULEVARD
LONG BEACH
BOULEVARD
EAST CITY LIMIT 4,317 371.07 28-370.000.7 77 Closest to 85th Speed353536 %
LONG BEACH
BOULEVARD
SOUTH CITY LIMIT ALONDRA
BOULEVARD
24,948 381.07 29-380.000.5 77 California MUTCD Option 2354037 %
LONG BEACH
BOULEVARD
ALONDRA
BOULEVARD
COMPTON
BOULEVARD
27,899 380.64 29-380.070.5 79 California MUTCD Option 2353538 %
LONG BEACH
BOULEVARD
COMPTON
BOULEVARD
ROSECRANS
AVENUE
25,750 380.64 28-370.070.5 80 California MUTCD Option 2353539 %
LONG BEACH
BOULEVARD
ROSECRANS
AVENUE
NORTH CITY
LIMIT
32,359 390.66 28-370.000.55 79 California MUTCD Option 2353540 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 14 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
MANVILLE
STREET
WEST CITY LIMIT EAST CITY LIMIT 3,537 370.66 24-330.231.1 54 Closest to 85th Speed353541 % McMILLAN
STREET
THORSON AVENUE EAST CITY LIMIT 3,011 301.07 21-300.000.61 81 *252542 %
PALMER STREET ALAMEDA STREET SANTA FE
AVENUE
4,975 300.64 21-300.000.23 68 Closest to 85th Speed303043 %
PALMER STREET SANTA FE AVENUE LONG BEACH
BOULEVARD
5,626 350.64 26-350.000.43 73 *303044 %
PARMELEE
AVENUE
138TH STREET EL SEGUNDO
BOULEVARD
2,698 311.07 21-300.940.72 78 Closest to 85th Speed303045 %
ROSECRANS
AVENUE
WEST CITY LIMIT WILMINGTON
AVENUE
30,332 380.64 29-380.101.46 82 Closest to 85th Speed404046 %
ROSECRANS
AVENUE
WILMINGTON
AVENUE
ACACIA AVENUE 31,818 400.64 29-380.100.6 74 Closest to 85th Speed40**40**47 %
ROSECRANS
AVENUE
ACACIA AVENUE SANTA FE
AVENUE
45,110 390.64 30-390.000.61 83 Closest to 85th Speed404048 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 15 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
ROSECRANS
AVENUE
SANTA FE AVENUE BULLIS ROAD 27,557 400.64 27-360.000.5 73 Closest to 85th Speed404049 %
ROSECRANS
AVENUE
BULLIS ROAD EAST CITY LIMIT 30,518 420.64 31-400.000.53 71 Closest to 85th Speed404050 %
SANTA FE
AVENUE
ARTESIA
BOULEVARD
GREENLEAF
BOULEVARD
41,188 450.66 33-420.140.47 60 *404051 %
SANTA FE
AVENUE
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD
26,910 460.66 35-440.480.5 66 *404052 %
SANTA FE
AVENUE
ALONDRA
BOULEVARD
COMPTON
BOULEVARD
33,699 390.64 29-380.000.5 76 Closest to 85th Speed404053 %
SANTA FE
AVENUE
COMPTON
BOULEVARD
ROSECRANS
AVENUE
26,242 390.64 29-380.350.5 78 Closest to 85th Speed404054 %
SANTA FE
AVENUE
ROSECRANS
AVENUE
NORTH CITY
LIMIT
19,869 390.66 28-370.191.23 79 Closest to 85th Speed404055 %
VICTORIA STREET WILMINGTON
AVENUE
APRA STREET 10,923 390.66 28-370.000.24 53 Closest to 85th Speed404056 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 16 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
VICTORIA STREET APRA STREET SOUTH CITY
LIMIT
8,883 380.77 23-320.470.44 55 Closest to 85th Speed404557 %
WALNUT STREET WEST CITY LIMIT WILMINGTON
AVENUE
3,839 360.64 20-290.000.7 53 Closest to 85th Speed353558 %
WALNUT STREET WILMINGTON
AVENUE
ACACIA AVENUE 3,675 421.07 31-400.780.64 53 *353559 %
WILLOWBROOK
AVE (EAST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD
1,910 401.07 29-380.000.5 58 *353060 %
WILLOWBROOK
AVE (EAST)
ALONDRA
BOULEVARD
PALMER STREET 2,011 381.07 27-360.000.5 66 California MUTCD Option 2353061 %
WILLOWBROOK
AVE (EAST)
500' SOUTH OF ELM
STREET
ROSECRANS
AVENUE
3,225 361.07 26-350.000.5 70 *303062 %
WILLOWBROOK
AVE (WEST)
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD
3,316 361.07 27-360.000.5 59 *303063 %
WILLOWBROOK
AVE (WEST)
ALONDRA
BOULEVARD
COMPTON
BOULEVARD
4,763 361.07 26-350.380.5 76 *303564 %
2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 17 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF COMPTON
WILLOWBROOK
AVE (WEST)
COMPTON
BOULEVARD
ROSECRANS
AVENUE
4,962 311.07 22-311.100.5 72 Closest to 85th Speed303565 %
WILMINGTON
AVENUE
SOUTH CITY LIMIT GREENLEAF
BOULEVARD
34,786 380.64 28-370.210.88 79 California MUTCD Option 2353566 %
WILMINGTON
AVENUE
GREENLEAF
BOULEVARD
ALONDRA
BOULEVARD
22,089 400.66 30-390.250.5 72 *353567 %
WILMINGTON
AVENUE
ALONDRA
BOULEVARD
COMPTON
BOULEVARD
20,419 390.66 31-400.270.5 79 California MUTCD Option 2354068 %
WILMINGTON
AVENUE
COMPTON
BOULEVARD
ROSECRANS
AVENUE
21,723 410.64 29-380.000.5 75 *353569 %
WILMINGTON
AVENUE
ROSECRANS
AVENUE
NORTH CITY
LIMIT
20,903 370.64 27-360.041 83 Closest to 85th Speed35**35**70 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 18 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 2 - Street Segments with Recommended Speed Changes Street From To Existing New ChangeNo.
CITY OF COMPTON
EAST ALAMEDA STREET ROSECRANS AVENUE NORTH CITY LIMIT 535404 - WEST ALAMEDA STREET ROSECRANS AVENUE NORTH CITY LIMIT 540459 - APRA STREET VICTORIA STREET ACACIA AVENUE 5404514 -
ARTESIA BOULEVARD ACACIA AVENUE SANTA FE AVENUE 5404517 - ARTESIA BOULEVARD SANTA FE AVENUE SUSANA ROAD / HARB 5404518 - BULLIS ROAD COMPTON BOULEVARD ROSECRANS AVENUE 5353021 + CENTRAL AVENUE COMPTON BOULEVARD ROSECRANS AVENUE 5354025 - CENTRAL AVENUE ROSECRANS AVENUE NORTH CITY LIMIT 5404526 - COMPTON AVENUE SLATER AVENUE EL SEGUNDO BOULEVA 10253527 - LONG BEACH BOULEVAR SOUTH CITY LIMIT ALONDRA BOULEVARD 5354037 - VICTORIA STREET APRA STREET SOUTH CITY LIMIT 5404557 -
WILLOWBROOK AVE (EA GREENLEAF BOULEVARD ALONDRA BOULEVARD 5353060 + WILLOWBROOK AVE (EA ALONDRA BOULEVARD PALMER STREET 5353061 + WILLOWBROOK AVE (W ALONDRA BOULEVARD COMPTON BOULEVAR 5303564 - WILLOWBROOK AVE (W COMPTON BOULEVARD ROSECRANS AVENUE 5303565 - WILMINGTON AVENUE ALONDRA BOULEVARD COMPTON BOULEVAR 5354068 - NP= Not Posted
PL= Post Limit 2024 Engineering and Traffic Survey Report 19 2024 Engineering and Traffic Survey Report
CITY OF COMPTON
20 Segments with Special Conditions
The following segments surveyed had recommended speed limits that were 5 miles per hour (mph) or more above or below the 85th percentile speed due to conditions not readily apparent to the driver.
Each segment is discussed below.
Segment 1 – East Alameda Street – Auto Drive to Greenleaf Boulevard This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 22,475 vehicles per day. The adjacent land is industrial along the 0.25-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to keep the speed limit posted at 35 mph.
Segment 2 – East Alameda Street – Greenleaf Boulevard to Compton Boulevard This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 3,762 vehicles per day. The adjacent land is industrial and commercial along the 1.0-mile-long segment.
The 85th percentile speed is 41 mph and would normally justify a 40 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to keep the speed limit posted at 35 mph.
Segment 4 – East Alameda Street – Rosecrans Avenue to North City Limit This segment is currently posted at 40 mph and has one through lane in each direction with an ADT of 7,102 vehicles per day. The adjacent land is industrial with a school along the 1.3-mile-long segment.
The 85th percentile speed is 43 mph and would normally justify a 40 mph posted speed limit using the MUTCD Option 2 to round down to the nearest 5 mph speed. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to post the speed limit at 35 mph.
Segment 9 – West Alameda Street – Rosecrans Avenue to North City Limit This segment is currently posted at 45 mph and has one through lane in each direction with an ADT of 28,190 vehicles per day. The adjacent land is industrial and commercial along the 1.4-mile-long segment.
The 85th percentile speed is 48 mph and would normally justify a 45 mph posted speed limit using the MUTCD Option 2 to round down to the nearest 5 mph speed. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to post the speed limit at 40 mph.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
21 Segment 19 – Atlantic Avenue – Alondra Boulevard to South City Limit This segment is currently posted at 35 mph and has two lanes in each direction with an ADT of 18,513 vehicles per day. The adjacent land is residential and industrial along the 0.5-mile-long segment. The 85th percentile speed is 44 mph and would normally justify a 40 mph posted speed limit using the MUTCD Option 2 to round down to the nearest 5 mph speed. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to post the speed limit at 35 mph.
Segment 22 – Bullis Road – Rosecrans Avenue to North City Limit This segment is currently posted at 30 mph and has two lanes in each direction with an ADT of 12,979 vehicles per day. The adjacent land is residential and commercial along the 0.65-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to keep the speed limit posted at 30 mph.
Segment 29 – Compton Boulevard – Wilmington Avenue to Acacia Avenue This segment is currently posted at 35 mph and has two lanes in each direction with an ADT of 23,820 vehicles per day. The adjacent land is residential and commercial along the 0.62-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2013 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. However, due to moderate pedestrian use and an uncontrolled crosswalk that may not be apparent to unfamiliar drivers and to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 35 mph for the above reason.
Segment 42 – McMillan Street – Thorson Avenue to East City Limit This segment is currently posted at 25 mph and has one through lane in each direction separated by a raised median with an ADT of 13,697 vehicles per day. The adjacent land is residential along the 0.61- mile-long segment. The 85th percentile speed is 30 mph and would normally justify a 30 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 25 mph for the above reason.
Segment 44 – Palmer Street – Santa Fe Avenue to Long Beach Boulevard This segment is currently posted at 35 mph and has two through lanes in each direction with an ADT of 5,626 vehicles per day. The adjacent land is residential along the 0.43-mile-long segment. The 85th percentile speed is 35 mph and would normally justify a 35 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 30 mph for the above reason. 2024 Engineering and Traffic Survey Report
CITY OF COMPTON
22 Segment 51 – Santa Fe Avenue – Artesia Boulevard to Greenleaf Boulevard This segment is currently posted at 40 mph and has two lanes in each direction with an ADT of 41,188 vehicles per day. The adjacent land is industrial along the 0.47-mile-long segment. The 85th percentile speed is 45 mph and would normally justify a 45 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to keep the speed limit at 40 mph.
Segment 52 – Santa Fe Avenue – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 40 mph and has two lanes in each direction with an ADT of 26,910 vehicles per day. The adjacent land is industrial along the 0.5-mile-long segment. The 85th percentile speed is 46 mph and would normally justify a 45 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to keep the speed limit at 40 mph.
Segment 59 – Walnut Street – Wilmington Avenue to Acacia Avenue This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 3,675 vehicles per day. The adjacent land is industrial along the 0.64-mile-long segment. The 85th percentile speed is 42 mph and would normally justify a 40 mph posted speed limit. However, to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 35 mph for the above reason. egment 60 – Willowbrook Avenue (East) – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 30 mph and has two lanes in the east direction with an ADT of 1,910 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to post the speed limit at 35 mph.
Segment 62 – Willowbrook Avenue (East) – 500’ South of Elm Street to Rosecrans Avenue This segment is currently posted at 30 mph and has two lanes in the east direction with an ADT of 3,225 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. Since the 2016 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2016 E&T Survey to keep the speed limit posted at 30 mph.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
23 Segment 63 – Willowbrook Avenue (West) – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 30 mph and has two lanes in the west direction with an ADT of 3,316 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 30 mph for the above reason.
Segment 64 – Willowbrook Avenue (West) – Alondra Boulevard to Compton Boulevard This segment is currently posted at 35 mph and has two lanes in the west direction with an ADT of 4,763 vehicles per day. The adjacent land is residential with a civic center along the 0.5-mile-long segment.
The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. However, to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit be posted at 30 mph for the above reason.
Segment 67 – Wilmington Avenue – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 35 mph and has two lanes each direction with an ADT of 22,089 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2016 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2016 E&T Survey to keep the speed limit posted at 35 mph.
Segment 69 – Wilmington Avenue – Compton Boulevard to Rosecrans Avenue This segment is currently posted at 35 mph and has two lanes in each direction, divided by a raised median with an ADT of 21,723 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 41 mph and would normally justify a 40 mph posted speed limit.
However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 35 mph for the above reason.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
24 Comprehensive List of Abbreviations
E&T= Engineering and Traffic Survey
CVC= California Vehicle Code
California MUTCD= California Manuel on Uniform Traffic Control Devices AB43= Assembly Bill 43
SWITRS= California Highway Patrol’s Statewide Integrated Traffic Records System C/MVM= Collisions per million vehicle miles
NP= Not Posted
PL= Post Limit
Exp.= Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Act.= Actual Collision Rate based on reported collisions mi.= miles
Rec.= Recommended
mph= miles per hour
ADT= Average Daily Traffic
X-Walks= Crosswalks
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
25 Legislative References
Applicable Sections of California Vehicle Code
The following sections of the CVC are from the most recently published CVC as of August 2023 and contain new sections pertaining to AB 43.
Engineering and Traffic Surveys
Section 627.
(a) “Engineering and traffic survey,” as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses of business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
26 Basic Speed Law
Section 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.
Speed Law Violations
Section 22351.
(a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law.
(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.
Prima Facie Speed Limits
Section 22352.
The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways, if during the last 100 feet of the driver’s approach to the intersection, the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. 2024 Engineering and Traffic Survey Report
CITY OF COMPTON
27 Section 22357.1.
Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children’s playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 mile per hour speed limit shall be effective when signs giving notice of the speed limit are posted.
Section 22358.4
(a)
(1) Wherever a local authority determines upon the basis on an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by subdivision (b) of Section 22352 is more than reasonable or safe, the local authority my, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected up on the highway.
(b)
(1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or 2024 Engineering and Traffic Survey Report
CITY OF COMPTON
28 other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5)
(A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For the purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For the purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at a distance between 500 and 1,000 feet away from school grounds.
Business Activity Districts
Section 22358.9.
(a)
(1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the flowing conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. 2024 Engineering and Traffic Survey Report
CITY OF COMPTON
29 (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that a portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8. (d) A local authority shall issue only warning citation for violation of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Minimum and Maximum Prima Facie Speed Limits
Section 22357.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55 or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit, which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
30 Section 22358.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
Section 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 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 speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
Section 22360.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the speed limit of 65 miles per hour is more than is reasonable or safe upon any portion of a highway other than a state highway for a distance of not exceeding 2,000 feet in length between district, either business or residence, the local authority may determine and declare a reasonable and safe prima facie limit thereon lower than 65 mile per hour, but not less than 25 miles per hour, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street or highway.
Downward Speed Zoning
Section 22358.5.
It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.
Safety Corridors (Added code from AB 43)
Section 22358.7.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
31 (1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) A portion of the highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(3) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government code, whichever is sooner.
(4) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Maintaining Posted Speeds (Added code from AB 43)
Section 22358.8.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Boundary Line Streets
Section 22359.
With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
32 Speed Trap Prohibition
Section 40801.
No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.
Speed Trap
Section 40802.
(a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving object. This paragraph does not apply to a local street, road, or school zone.
(b)
(1) 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. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
33 (3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour of 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section. (c)
(1) When all the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C)
(i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
34 (B)
(i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14 years. (ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8.
Speed Trap Evidence
Section 40803.
(a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) subdivision (a) of Section 40802.
2023 Engineering and Traffic Survey Report
CITY OF COMPTON
APPENDIX A
Street Segment Data
2024 ENGINEERING AND TRAFFIC SURVEY 1Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 12:47PM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 30-39
Percentage of Vehicles in Pace 59
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.16
On-Street Parking Both sides
Segment Length 0.25
Sidewalks None
Driveways East side only
Width 40
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 197
Average Daily Traffic (ADT) 22475
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET EAST ALAMEDA STREET
FROM AUTO DRIVE TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd; All Way Stop at Auto Dr 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 2Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 2:50PM
85th Percentile Speed 41
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 56
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.24
On-Street Parking Both sides
Segment Length 1.00
Sidewalks East side only
Driveways East side only
Width 48
Adjacent Land Use Industrial, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3762
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET EAST ALAMEDA STREET
FROM GREENLEAF BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd, Myrrh St, Compton Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 3Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 9:54AM
85th Percentile Speed 37
50th Percentile Speed 32
10 mph Pace 28-37
Percentage of Vehicles in Pace 62
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 50
Adjacent Land Use Commercial, industrial, park
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5679
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal & All Way Stop
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET EAST ALAMEDA STREET
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Compton Blvd, Palmer St, Rosecrans Ave; 3-Way Stop at Elm St
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 4Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 43
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 54
Posted Speed Limit 40
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 1.30
Sidewalks East side only
Driveways East side only
Width 50
Adjacent Land Use Industrial, School
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7102
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal; Pine St, El Segundo Blvd Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET EAST ALAMEDA STREET
FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Rosecrans; All Way Stop at Pine St; 3-Way Stop at El Segundo Blvd, Weber Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 5Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 12:27PM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 81
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.64
Crash Rate 0.17
On-Street Parking None
Segment Length 0.75
Sidewalks Westside only
Driveways Westside only
Width 70
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22031
Number of Lanes 4 lanes with raised median
Marked X-Walks at Greenleaf Blvd
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET WEST ALAMEDA STREET
FROM SOUTH CITY LIMIT TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes, for 91 fwy underpass
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Manville St, 91 Fwy EB Ramps, 91 Fway, WB Ramps, Auto Dr S, Towne Ctr Dr, Greenleaf Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 6Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 12:06PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Westside only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 15877
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET WEST ALAMEDA STREET
FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes, near Alondra Blvd
Visibility Fair
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 7Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 11:43AM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 72
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking None
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Industrial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18999
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET WEST ALAMEDA STREET
FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes, near Alondra Blvd
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 8Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 11:15AM
85th Percentile Speed 39
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Total Crashes 2
Statewide Average Crash Rate 0.66
Crash Rate 0.14
On-Street Parking Westside only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25412
Number of Lanes 4 lanes
Marked X-Walks at Compton Blvd, Palmer St, Elm St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET WEST ALAMEDA STREET
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes, at Rosecrans Ave
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Palmer St, Elm St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 9Segment
CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 10:54AM
85th Percentile Speed 48
50th Percentile Speed 42
10 mph Pace 36-45
Percentage of Vehicles in Pace 64
Posted Speed Limit 45
Total Crashes 3
Statewide Average Crash Rate 0.77
Crash Rate 0.07
On-Street Parking Westside only
Segment Length 1.40
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Industrial, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 28190
Number of Lanes 4 lanes
Marked X-Walks at Pine St, El Segundo Blvd, Weber Ave
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET WEST ALAMEDA STREET
FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes, at Rosecrans Ave
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Rosecrans Ave, Pine St, 133rd St, El Segundo Blvd, Weber Ave, Industry Way
2010 ET Recommendation 40 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 10Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 11:02AM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.66
Crash Rate 0.19
On-Street Parking Both sides
Segment Length 1.40
Sidewalks Both sides
Driveways Both sides
Width 75
Adjacent Land Use Residentrial, airport, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 17435
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ALONDRA BOULEVARD
FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Haskins Ln, Caswell Ave, Aprilia Ave, Central Ave, Wilmington Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 11Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 11:27AM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Total Crashes 8
Statewide Average Crash Rate 0.66
Crash Rate 0.40
On-Street Parking Both sides
Segment Length 1.00
Sidewalks Both sides
Driveways Both sides
Width 52
Adjacent Land Use Residential, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18419
Number of Lanes 4 lanes with two-way left--turn and bike lanes Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ALONDRA BOULEVARD
FROM WILMINGTON AVENUE TO ALAMEDA STREET
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave, Central Ave, Oleander Ave, Acacia Ave, Willowbrook Ave, Tamarind Ave, Alameda St W
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 12Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 11:50AM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 29-38
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.70
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Industrial, residential, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22498
Number of Lanes 4 lanes w/ raised median and bike lanes Marked X-Walks at Traffic Signal and Burris Ave
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ALONDRA BOULEVARD
FROM ALAMEDA STREET TO LONG BEACH BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alameda St W, Alameda St E, Santa Fe Ave, Mayo Ave, Poinsetta Ave, Long Beach Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 13Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 12:19PM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 1.40
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Residential,
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27051
Number of Lanes 4 lanes with raised medians and bike lanes Marked X-Walks at Long Beach Blvd, Bullis Rd, Ward Ave, Bradfield Ave, Pannes Ave, Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ALONDRA BOULEVARD
FROM LONG BEACH BOULEVARD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Long Beach Blvd, Bradfield Ave, Harris Ave, White Ave, Atlantic Ave, I-710 NB Ramps, Home Depot, Atlantic Pl, 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 14Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 10:11AM
85th Percentile Speed 40
50th Percentile Speed 31
10 mph Pace 25-34
Percentage of Vehicles in Pace 51
Posted Speed Limit 45
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking None
Segment Length 0.43
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2869
Number of Lanes 4 lanes with left-turn lane
Marked X-Walks None
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET APRA STREET
FROM VICTORIA STREET TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control None
2010 ET Recommendation 40 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 15Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 12:51PM
85th Percentile Speed 46
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 50
Posted Speed Limit 45
Total Crashes 0
Statewide Average Crash Rate 0.93
Crash Rate 0.00
On-Street Parking None
Segment Length 1.36
Sidewalks None
Driveways Southside only
Width 30
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 45
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 100
Average Daily Traffic (ADT) 6996
Number of Lanes 2 lanes, both eastbound
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET ARTESIA BOULEVARD (EB)
FROM CENTRAL AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting None
Traffic Control Traffic Signal at Central Ave, Wilmington Ave 2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 16Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 2:47PM
85th Percentile Speed 47
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 54
Posted Speed Limit 45
Total Crashes 3
Statewide Average Crash Rate 0.93
Crash Rate 0.67
On-Street Parking None
Segment Length 1.36
Sidewalks None
Driveways North side only
Width 32
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 45
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 100
Average Daily Traffic (ADT) 3005
Number of Lanes 2 lanes, westbound
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET ARTESIA BOULEVARD (WB)
FROM CENTRAL AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting None
Traffic Control Traffic Signal at Central Ave, Wilmington Ave, Acacia Ave 2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 17Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 1:23PM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 33-42
Percentage of Vehicles in Pace 59
Posted Speed Limit 45
Total Crashes 4
Statewide Average Crash Rate 0.93
Crash Rate 0.53
On-Street Parking None
Segment Length 0.60
Sidewalks Both sides
Driveways Northside only
Width 64
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11450
Number of Lanes 4 lanes with raised median
Marked X-Walks at Crystal Casino Driveway, Santa Fe Ave Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ARTESIA BOULEVARD
FROM ACACIA AVENUE TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Acacia Ave, Crystal Casino Driveway, Alameda St connector, Santa Fe Ave
2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 18Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 2:00PM
85th Percentile Speed 38
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 65
Posted Speed Limit 45
Total Crashes 1
Statewide Average Crash Rate 0.93
Crash Rate 0.27
On-Street Parking None
Segment Length 0.40
Sidewalks Both sides
Driveways Northside only
Width 90
Adjacent Land Use Commercial, College
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8315
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ARTESIA BOULEVARD
FROM SANTA FE AVENUE TO SUSANA ROAD / HARBOR DRIVE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Susana Rd/Harbor Rd 2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 19Segment
CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 10:43AM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 73
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.66
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18513
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET ATLANTIC AVENUE
FROM ALONDRA BOULEVARD TO SOUTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 20Segment
CITY OF COMPTON
Date of Speed Survey 2/8/2024
Time of Speed Survey 9:19 AM
85th Percentile Speed 29
50th Percentile Speed 25
10 mph Pace 21-30
Percentage of Vehicles in Pace 74
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 28
Adjacent Land Use Residential, school
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2905
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal, Pixley St, Bales St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET BRADFIELD AVENUE
FROM ROSECRANS AVENUE TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Compton Ave 2010 ET Recommendation 25 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 21Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 11:24AM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 81
Posted Speed Limit 30
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.18
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 60
Adjacent Land Use Industrial, residential, park, cemetary Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10026
Number of Lanes 2 lanes with 2-way left-turn
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET BULLIS ROAD
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Rosecrans Ave; All Way Stop at Palmer St
2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 22Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 11:01AM
85th Percentile Speed 36
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 82
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.65
Sidewalks Both sides
Driveways Both sides
Width 54
Adjacent Land Use Residential, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 12979
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal; Queensdale St, Tucker St, McMillan St, Pine St, sou Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET BULLIS ROAD
FROM ROSECRANS AVENUE TO NORTH CITY LIMITS
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Pine St; All Way Stop at Orchard St 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 23Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 1:27PM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.64
Crash Rate 0.15
On-Street Parking None
Segment Length 0.70
Sidewalks Both sides
Driveways Both sides
Width 82
Adjacent Land Use Industrial, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 26932
Number of Lanes 4 lanes with raised median
Marked X-Walks at Radbard St, Artesia Blvd (E), Artesia Blvd (W), Walnut St, Greenle Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET CENTRAL AVENUE
FROM SOUTH CITY LIMIT TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Radbard St, Artesia Blvd (E), Artesia Blvd (W), Walnut St, STG Driveway, Greenleaf Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 24Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 1:06PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 30-39
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.64
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 1.10
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Residential, cemetary, airport, commercial, school Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24576
Number of Lanes 4 lanes with raised medians and bike lanes Marked X-Walks Reeve St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET CENTRAL AVENUE
FROM GREENLEAF BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Caldwell St, Alondra Blvd, 156th St, Compton Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 25Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 12:48PM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 83
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Commercial, residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22495
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal, 144th St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET CENTRAL AVENUE
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Brazil St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 26Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 12:28PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 66
Posted Speed Limit 45
Total Crashes 4
Statewide Average Crash Rate 0.77
Crash Rate 0.15
On-Street Parking None
Segment Length 1.00
Sidewalks Both sides
Driveways Both sides
Width 78
Adjacent Land Use Residential, industrial, commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25046
Number of Lanes 4 lanes with two-way left-turn lane and bike lanes Marked X-Walks at Traffic Signal, and 134th St, 131st St Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET CENTRAL AVENUE
FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, 139th St, Piru St, 135th St, Central St
2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 27Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 9:19AM
85th Percentile Speed 32
50th Percentile Speed 28
10 mph Pace 23-32
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.41
Sidewalks Both sides
Driveways Both sides
Width 56
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 25
Hidden Driveways, adjacent to a school
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2821
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET COMPTON AVENUE
FROM SLATER AVENUE TO EL SEGUNDO BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at El Segnundo Blvd; All Way Stop at 132nd St, 130th St
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 28Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 1:26PM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 76
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.09
On-Street Parking Both sides
Segment Length 1.30
Sidewalks Both sides
Driveways Both sides
Width 60
Adjacent Land Use Commercial, residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23101
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and Goleta St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET COMPTON BOULEVARD
FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wadsworth Ave, Deodora Ave, Central Ave, Tajauta Ave, Dwight Ave, Wilmington Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 29Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 1:09PM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 4
Statewide Average Crash Rate 0.66
Crash Rate 0.25
On-Street Parking Both sides
Segment Length 0.62
Sidewalks Both sides
Driveways Both sides
Width 54
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Uncontrolled Crosswalk, Moderate Pedestrian Use, Maintain Uniformity with Adjacent Segments
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23820
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and Matthisen Ave
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET COMPTON BOULEVARD
FROM WILMINGTON AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave, Aranbe Ave, Oleander Ave, Acacia Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 30Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 12:49PM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 83
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.60
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Commercial, Civic Center
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18175
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET COMPTON BOULEVARD
FROM ACACIA AVENUE TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Slight, at train tracks
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Acacia Ave, Willowbrook Ave (W), Willowbrook Ave (E), Douglas Dollarhide Dr, Alameda St (W), Alameda St (E), 2010 ET Recommendation 30 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 31Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 12:30PM
85th Percentile Speed 43
50th Percentile Speed 35
10 mph Pace 29-38
Percentage of Vehicles in Pace 64
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25607
Number of Lanes 4 lanes with bike lanes
Marked X-Walks at Traffic Signal and Sloan Ave
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET COMPTON BOULEVARD
FROM SANTA FE AVENUE TO BULLIS ROAD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Mayo Ave, Long Beach Blvd, Bullis Rd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 32Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 12:12PM
85th Percentile Speed 39
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Total Crashes 1
Statewide Average Crash Rate 0.66
Crash Rate 0.03
On-Street Parking Both sides
Segment Length 1.40
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23340
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and Holly Ave
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET COMPTON BOULEVARD
FROM BULLIS ROAD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Bullis Rd, Bradfield Ave, Harris Ave, Atlantic Ave, Gibson Ave, Clinton Elem Drwy
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 33Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 44
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 0.66
Crash Rate 0.30
On-Street Parking Both sides
Segment Length 0.86
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial, residential, industrial, High School Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24889
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET EL SEGUNDO BOULEVARD
FROM CENTRAL AVENUE TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Central Ave, Parmelee Ave, Compton Ave, Grandee Ave, Wilmington Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 34Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 3:40PM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.14
On-Street Parking North side only
Segment Length 1.44
Sidewalks Both sides
Driveways Both sides
Width 50
Adjacent Land Use Residential, industrial, cemetary
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13459
Number of Lanes 2 lanes with two-way left-turn lane and bike lanes Marked X-Walks at Traffic Signal and Greenleaf Dr, Center Ave, Willowbrook Ave (W Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET GREENLEAF BOULEVARD
FROM CENTRAL AVENUE TO WILLOWBROOK AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Slight, at train tracks
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Central Ave, Wilmington Ave 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 35Segment
CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 12:53PM
85th Percentile Speed 41
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking North side only
Segment Length 1.00
Sidewalks Both sides
Driveways North side only
Width 52
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13517
Number of Lanes 2 lanes with two-way left-turn lane and bike lanes Marked X-Walks at Traffic Signal and Willowbrook Ave (E) Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET GREENLEAF BOULEVARD
FROM WILLOWBROOK AVENUE TO LONG BEACH BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Slight, at train tracks
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Tamarind Ave, Alameda St (W), Alameda St (E), Santa Fe Ave, Long Beach Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 36Segment
CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 11:20AM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking None
Segment Length 0.70
Sidewalks North side only
Driveways North side only
Width 20
Adjacent Land Use Residential, nursery
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4317
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET GREENLEAF BOULEVARD
FROM LONG BEACH BOULEVARD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting North side only
Traffic Control Traffic Signal at Long Beach Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 37Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 12:39PM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24948
Number of Lanes 2 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal and Bennett St, Caldwell St Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET LONG BEACH BOULEVARD
FROM SOUTH CITY LIMIT TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Temple Ave, Elizabeth St, Alondra Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 38Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 1:03PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.64
Crash Rate 0.07
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27899
Number of Lanes 4 lanes with raised median
Marked X-Walks atTraffic Signal and Laurel St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET LONG BEACH BOULEVARD
FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 39Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 1:19PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 80
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.64
Crash Rate 0.07
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25750
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal and Elm St, Pattie Ct
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET LONG BEACH BOULEVARD
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Compton Blvd, Palmer St 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 40Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 1:40PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.55
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 32359
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal and Golden St, Arlington St Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET LONG BEACH BOULEVARD
FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Tucker St, Pine St 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 41Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 11:26AM
85th Percentile Speed 37
50th Percentile Speed 29
10 mph Pace 24-33
Percentage of Vehicles in Pace 54
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.66
Crash Rate 0.23
On-Street Parking None
Segment Length 1.10
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3537
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks None
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET MANVILLE STREET
FROM WEST CITY LIMIT TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alameda St; 1-way Stop at Wilmington Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 42Segment
CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 2:47PM
85th Percentile Speed 30
50th Percentile Speed 25
10 mph Pace 21-30
Percentage of Vehicles in Pace 81
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.61
Sidewalks Both sides
Driveways Both sides
Width 50
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 25
Hidden Driveways
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3011
Number of Lanes 2 lanes with raised median
Marked X-Walks at Thorson Ave, Gibson Ave
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET McMILLAN STREET
FROM THORSON AVENUE TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control All Way Stop at Thorson Ave, Waldorf Dr, Gibson Ave; 2-way stop at Atlantic Ave,
2010 ET Recommendation 25 mph
2016 ET Recommendation 25 mph
2024 ENGINEERING AND TRAFFIC SURVEY 43Segment
CITY OF COMPTON
Date of Speed Survey 1/31/2024
Time of Speed Survey 9:53AM
85th Percentile Speed 30
50th Percentile Speed 26
10 mph Pace 21-30
Percentage of Vehicles in Pace 68
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.23
Sidewalks Both sides
Driveways Both sides
Width 50
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4975
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET PALMER STREET
FROM ALAMEDA STREET TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alameda St (E), Willow Ave, Santa Fe Ave 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 44Segment
CITY OF COMPTON
Date of Speed Survey 1/31/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 35
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 73
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.43
Sidewalks Both sides
Driveways Both sides
Width 60
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Hidden Driveways
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5626
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and All Way Stop
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET PALMER STREET
FROM SANTA FE AVENUE TO LONG BEACH BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Long Beach Blvd; All Way Stop at Mayo Ave, Poinsetta Ave
2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 45Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 10:41AM
85th Percentile Speed 31
50th Percentile Speed 26
10 mph Pace 21-30
Percentage of Vehicles in Pace 78
Posted Speed Limit 30
Total Crashes 2
Statewide Average Crash Rate 1.07
Crash Rate 0.94
On-Street Parking Both sides
Segment Length 0.72
Sidewalks Both sides
Driveways Both sides
Width 38
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2698
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET PARMELEE AVENUE
FROM 138TH STREET TO EL SEGUNDO BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at El Segundo Blvd
2010 ET Recommendation 25 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 46Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 10:35AM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 82
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.64
Crash Rate 0.10
On-Street Parking None
Segment Length 1.46
Sidewalks Both sides
Driveways Both sides
Width 78
Adjacent Land Use Commercial, residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 30332
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal and Kemp Ave
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET ROSECRANS AVENUE
FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Standford Ave, McKinley Ave, Aprilia Ave, Central Ave, Parmalelee Ave, Tajaunta Ave, Dwight Ave, Wilmington Ave 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 47Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 10:13AM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 74
Posted Speed Limit 40
Total Crashes 2
Statewide Average Crash Rate 0.64
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 0.60
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 31818
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET ROSECRANS AVENUE
FROM WILMINGTON AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave, Matthisen Ave, Aranbe Ave, Oleander Ave, Acacia Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 48Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 9:57AM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 83
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking None
Segment Length 0.61
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 45110
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ROSECRANS AVENUE
FROM ACACIA AVENUE TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Acacia Ave, Willowbrook Ave (W), Alameda St (W), Alameda St (E), Santa Fe Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 49Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 9:34AM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 27-36
Percentage of Vehicles in Pace 73
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27557
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal and Pearl Ave, Sloan Ave Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ROSECRANS AVENUE
FROM SANTA FE AVENUE TO BULLIS ROAD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Mayo Ave, Long Beach Blvd, Bullis Rd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 50Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 9:16AM
85th Percentile Speed 42
50th Percentile Speed 37
10 mph Pace 31-40
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.53
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 30518
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET ROSECRANS AVENUE
FROM BULLIS ROAD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Bullis Rd, Bradfield Ave, Pannes Ave, Harris Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 51Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 3:26PM
85th Percentile Speed 45
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 60
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.14
On-Street Parking Both sides
Segment Length 0.47
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 41188
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET SANTA FE AVENUE
FROM ARTESIA BOULEVARD TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Artesia Blvd, Greenleaf Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 52Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 3:07PM
85th Percentile Speed 46
50th Percentile Speed 40
10 mph Pace 35-44
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 0.66
Crash Rate 0.48
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 26910
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks atTraffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET SANTA FE AVENUE
FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 53Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 2:44PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 76
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 33699
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal and Cypress St, Laurel St Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET SANTA FE AVENUE
FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 54Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 2:25PM
85th Percentile Speed 39
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.64
Crash Rate 0.35
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 26242
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal and Elm St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET SANTA FE AVENUE
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Palmer St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 55Segment
CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 2:05PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.66
Crash Rate 0.19
On-Street Parking Both sides
Segment Length 1.23
Sidewalks Both sides
Driveways Both sides
Width 68
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 19869
Number of Lanes 4 lanes with painted median and bike lanes Marked X-Walks at Traffic Signal and Peck St, Santa Fe Village, Oaks St, Banning Ave Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%
STREET SANTA FE AVENUE
FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Tucker St, Pine St, El Segundo Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 56Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 9:36AM
85th Percentile Speed 39
50th Percentile Speed 31
10 mph Pace 28-37
Percentage of Vehicles in Pace 53
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking None
Segment Length 0.24
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10923
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET VICTORIA STREET
FROM WILMINGTON AVENUE TO APRA STREET
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 57Segment
CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 38
50th Percentile Speed 30
10 mph Pace 23-32
Percentage of Vehicles in Pace 55
Posted Speed Limit 45
Total Crashes 2
Statewide Average Crash Rate 0.77
Crash Rate 0.47
On-Street Parking West side only
Segment Length 0.44
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8883
Number of Lanes 4 lanes
Marked X-Walks None
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET VICTORIA STREET
FROM APRA STREET TO SOUTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control None
2010 ET Recommendation 40 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 58Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 1:49PM
85th Percentile Speed 36
50th Percentile Speed 28
10 mph Pace 20-29
Percentage of Vehicles in Pace 53
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking None
Segment Length 0.70
Sidewalks North side only
Driveways Both sides
Width 62
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3839
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET WALNUT STREET
FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Central Ave, Wilmington Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 59Segment
CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 3:05PM
85th Percentile Speed 42
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 53
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.07
Crash Rate 0.78
On-Street Parking None
Segment Length 0.64
Sidewalks Both sides
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain Uniformity with Adjacent Segments
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3675
Number of Lanes 2 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET WALNUT STREET
FROM WILMINGTON AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 60Segment
CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 40
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 58
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking East side only
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 36
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 128
Average Daily Traffic (ADT) 1910
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILLOWBROOK AVE (EAST)
FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 61Segment
CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 11:03AM
85th Percentile Speed 38
50th Percentile Speed 31
10 mph Pace 27-36
Percentage of Vehicles in Pace 66
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking East side only
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 36
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2011
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILLOWBROOK AVE (EAST)
FROM ALONDRA BOULEVARD TO PALMER STREET
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 62Segment
CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 12:42PM
85th Percentile Speed 36
50th Percentile Speed 30
10 mph Pace 26-35
Percentage of Vehicles in Pace 70
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking East side only
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 40
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Maintain 2016 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3225
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal and Elm St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILLOWBROOK AVE (EAST)
FROM 500' SOUTH OF ELM STREET TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Compton Blvd, Rosecrans Ave 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 63Segment
CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 1:37PM
85th Percentile Speed 36
50th Percentile Speed 30
10 mph Pace 27-36
Percentage of Vehicles in Pace 59
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking West side only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 26
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Hidden Driveways
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3316
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILLOWBROOK AVE (WEST)
FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 64Segment
CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 2:54PM
85th Percentile Speed 36
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 76
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.38
On-Street Parking West side only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 32
Adjacent Land Use Residential, Civic Center
Field Study By EJM Checked By
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Maintain Uniformity with Adjacent Segments
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4763
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILLOWBROOK AVE (WEST)
FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 30 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 65Segment
CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 1:57PM
85th Percentile Speed 31
50th Percentile Speed 26
10 mph Pace 22-31
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 1.07
Crash Rate 1.10
On-Street Parking West side only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 26
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4962
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal and Elm St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILLOWBROOK AVE (WEST)
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Rosecrans Ave 2010 ET Recommendation 30 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 66Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 3:13PM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 7
Statewide Average Crash Rate 0.64
Crash Rate 0.21
On-Street Parking None
Segment Length 0.88
Sidewalks None
Driveways Both sides
Width 84
Adjacent Land Use Industrial
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 34786
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILMINGTON AVENUE
FROM SOUTH CITY LIMIT TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Victoria St, 2121 Wilmington Ave, Artesia Blvd (E), Artesia Blvd (W), Walnut St, Carob St, Greenleaf Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 67Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 2:50PM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.25
On-Street Parking None
Segment Length 0.50
Sidewalks East side only
Driveways Both sides
Width 54
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2016 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22089
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILMINGTON AVENUE
FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Caldwell St, Alondra Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 68Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 2:27PM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.27
On-Street Parking None
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Residential, airport
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 20419
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILMINGTON AVENUE
FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd, Laurel St, Compton Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 69Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 2:10PM
85th Percentile Speed 41
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 75
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking West side only
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Hidden Driveways, Maintain Uniformity with Adjacent Segments mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21723
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILMINGTON AVENUE
FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Compton Blvd, Poplar St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 70Segment
CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 1:51PM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 83
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate .64
Crash Rate 0.04
On-Street Parking Both sides
Segment Length 1.00
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Residential
Field Study By EJM Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 20903
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal and 133rd St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%
STREET WILMINGTON AVENUE
FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, 139th St, Stockwell St, 131st St, El Segundo Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
APPENDIX B
Radar Speed Distribution Forms
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 12:47PM 2:47PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): AUTO DR AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF EAZY 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 X 0 1 1
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 X 0 1 1
45 X X X 0 3 3
44 X X 1 1 2
43 X X X X X X X 3 4 7 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 3 4 7
41 X X X X X 3 2 5
40 X X X X X X X X 4 4 8 85TH %: 40 41 40 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 3 7 10 50TH %: 33 35 34 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 9 7 16 15TH %: 27 28 28 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 5 4 9 * 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 6 6 12 *
32 X X X X X X X X X X X X X 7 6 13 P % IN PACE: 62% 59% 59% 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 X X 7 7 14 C % OVER PACE: 23% 21% 18% 29 X X X X X X X X X 5 4 9 E
28 X X X X X X X 4 3 7 * % UNDER PACE: 15% 21% 22%
27 X X X 1 2 3 *
26 X X X X 2 2 4 * ARITHMETIC MEAN: 33 34 34 M.P.H.
25 X X X X X X X 4 3 7
24 X X X 2 1 3 SAMPLE VARIANCE: 38 41 40
23 0 0 0
22 X X X 1 2 3 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X X 1 1 2
20 X X 2 0 2 VARIANCE OF THE MEAN: 0.38 0.42 0.20
19 X X X 1 2 3
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.65 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 X 1 0 1
100 97 197
FAIR
RADAR
CITY OF COMPTON
TO
EAST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 2:50PM 3:43PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1306 E. ALAMEDA ST
63 0 0 0
62 0 0 0
61 X 0 1 1 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 X 0 2 2
50 X 0 1 1
49 X X X 1 2 3
48 X 0 1 1
47 X X 0 2 2
46 X X 1 1 2
45 X X X X 2 2 4
44 X 0 1 1
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 3 5 8
41 X X X X 2 2 4
40 X X X X 3 1 4 85TH %: 38 43 41 M.P.H.
39 X X X X X X X X X 2 7 9
38 X X X X 3 1 4 50TH %: 32 35 34 M.P.H.
37 X X X X X X X X X X X X X X X X X X 8 10 18
36 X X X X X X X X X 3 6 9 15TH %: 24 29 26 M.P.H.
35 X X X X X X X X X X X X X X X X X 7 10 17 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 28 - 37 30 - 39 28 - 37 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 X X X 9 2 11 P % IN PACE: 56% 60% 56% 31 X X X X X X X X X 2 7 9 A
30 X X X X X X X 5 2 7 C % OVER PACE: 18% 24% 25%
29 X X X X X X X X X X 6 4 10 E
28 X X X X X X X 7 0 7 * % UNDER PACE: 26% 16% 19%
27 X X X X X X X 4 3 7 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 32 36 34 M.P.H.
25 X X X X X 3 2 5
24 X X X X 4 0 4 SAMPLE VARIANCE: 48 53 55
23 X X 2 0 2
22 X X X X X X 3 3 6 STANDARD DEVIATION: 7 7 7 M.P.H. 21 X 0 1 1
20 X X X 1 2 3 VARIANCE OF THE MEAN: 0.48 0.53 0.27
19 X X 2 0 2
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.69 0.73 0.52 M.P.H. 17 X X X 3 0 3
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
EAST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 9:54AM 10:48AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF ELM 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 X 0 1 1
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 0 2 2
41 X X 1 1 2
40 X X X 1 2 3 85TH %: 35 38 37 M.P.H.
39 X X X X X X X 1 6 7
38 X X X X X X X X X X 2 8 10 50TH %: 30 33 32 M.P.H. 37 X X X X X X X X X X X X X 3 10 13
36 X X X X X X X X 5 3 8 15TH %: 24 27 25 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 2 9 11 * 10 MPH PACE: 24 - 33 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X 7 11 18 *
32 X X X X X X X X X X X X X X X X X 10 7 17 P % IN PACE: 71% 71% 62% 31 X X X X X X X X X X X X X X 10 4 14 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 20% 7% 14% 29 X X X X X X X X 5 3 8 E
28 X X X X X X X X X X X X 10 2 12 * % UNDER PACE: 9% 22% 24% 27 X X X X X X X X 5 3 8 *
26 X X X X X X X X 6 2 8 * ARITHMETIC MEAN: 30 33 32 M.P.H. 25 X X X X X X X X X X 4 6 10
24 X X X X X X X X 7 1 8 SAMPLE VARIANCE: 27 30 30
23 X X X X X 3 2 5
22 X X X X 3 1 4 STANDARD DEVIATION: 5 5 6 M.P.H.
21 X X X 1 2 3
20 X 1 0 1 VARIANCE OF THE MEAN: 0.27 0.30 0.15
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.52 0.54 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
EAST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 9:00AM 9:51AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1500 E. ALAMEDA ST
63 X 0 1 1
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 X 1 0 1 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 0 2 2
50 X X X 3 0 3
49 X X 1 1 2
48 X X X 1 2 3
47 X X 1 1 2
46 X X X X 4 0 4
45 X X 1 1 2
44 X X X X X 1 4 5
43 X X X X X X X X 2 6 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 1 6 7
41 X X X X X X X X 4 4 8
40 X X X X X X X X X X 3 7 10 85TH %: 43 43 43 M.P.H. 39 X X X X X X X X X X X 6 5 11
38 X X X X X X X X X X X X 5 7 12 50TH %: 36 37 36 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 8 5 13 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X 7 7 14 *
34 X X X X X X X X X 6 3 9 * 10 MPH PACE: 32 - 41 35 - 44 32 - 41 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 7 2 9 P % IN PACE: 59% 54% 54%
31 X X X X X X X 2 5 7 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 18% 11% 23%
29 X X X X X X X X X 3 6 9 E
28 X X X X 2 2 4 * % UNDER PACE: 23% 35% 24%
27 X X X X X X X 2 5 7 *
26 X X X 1 2 3 * ARITHMETIC MEAN: 36 37 37 M.P.H.
25 X X 2 0 2
24 X 0 1 1 SAMPLE VARIANCE: 56 57 57
23 X X 2 0 2
22 0 0 0 STANDARD DEVIATION: 8 8 8 M.P.H.
21 X X 2 0 2
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.56 0.57 0.28
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.75 0.76 0.53 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
EAST ALAMEDA STREET
CARLOS
CLOUDY
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 12:27PM 12:43PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF EAZY 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 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 X X X 4 0 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X X 1 2 3
40 X X X X X X X X X 2 7 9 85TH %: 38 39 39 M.P.H.
39 X X X X X X X X X X X X X X X 4 11 15
38 X X X X X X X X X X X X X X X 7 8 15 50TH %: 34 36 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X 4 14 18
36 X X X X X X X X X X X X X X X X X X X 8 11 19 15TH %: 29 31 30 M.P.H. 35 X X X X X X X X X X X X X X X X X 12 5 17 *
34 X X X X X X X X X X X X X X X X X X X X X 13 8 21 * 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 9 6 15 *
32 X X X X X X X X X X X X X X X X 5 11 16 P % IN PACE: 77% 85% 81% 31 X X X X X X X X 4 4 8 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: 8% 3% 9% 29 X X X X X X X 4 3 7 E
28 X X X X X X X 6 1 7 * % UNDER PACE: 15% 12% 10%
27 X X X 2 1 3 *
26 X X 2 0 2 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 17 12 15
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 3 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.12 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.35 0.27 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
WEST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 12:06PM 12:22PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF RAYMOND ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 1 0 1
49 X X 0 2 2
48 0 0 0
47 X X 2 0 2
46 X X 1 1 2
45 X X X X X 3 2 5
44 X 1 0 1
43 X X X X X X X X 5 3 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 5 2 7
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 8 6 14 85TH %: 42 40 42 M.P.H. 39 X X X X X X X X X X X X X X 9 5 14
38 X X X X X X X X X X X X X X 8 6 14 50TH %: 38 35 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X 10 8 18
36 X X X X X X X X X X X X X X 6 8 14 15TH %: 32 31 31 M.P.H. 35 X X X X X X X X X X X X X X 2 12 14 *
34 X X X X X X X X X X X X X 6 7 13 * 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 X 8 10 18 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 68% 73% 70% 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% 14% 16%
29 X X X X X X X 1 6 7 E
28 X X X X X 4 1 5 * % UNDER PACE: 17% 13% 15%
27 X X X X 2 2 4 *
26 0 0 0 * ARITHMETIC MEAN: 38 36 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 26 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: 0.29 0.26 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.51 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
WEST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 11:43AM 12:02PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF INDIGO 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 0 0 0
49 0 0 0
48 X 1 0 1
47 0 0 0
46 X 0 1 1
45 X 0 1 1
44 X X X X X X 5 1 6
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X 2 0 2
40 X X X X X X 5 1 6 85TH %: 39 36 38 M.P.H.
39 X X X X X X 6 0 6
38 X X X X X X X X 6 2 8 50TH %: 32 33 33 M.P.H.
37 X X X X X 1 4 5
36 X X X X X X X X X X X X X X X X 4 12 16 15TH %: 27 28 28 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 4 10 14 * 10 MPH PACE: 26 - 35 28 - 37 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 9 9 18 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 64% 82% 72% 31 X X X X X X X X X X X 5 6 11 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 11 12 23 C % OVER PACE: 31% 9% 20% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X X X X X X X X X 10 7 17 * % UNDER PACE: 5% 9% 9% 27 X X X X X X X X 4 4 8 *
26 X X X X X X X 7 0 7 * ARITHMETIC MEAN: 33 33 33 M.P.H. 25 X X X X X 3 2 5
24 X X X X X 2 3 5 SAMPLE VARIANCE: 30 20 25
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: 0.30 0.20 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.45 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
WEST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 11:15AM 11:37AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF CEDAR 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 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 X X 0 2 2
45 X X 1 1 2
44 X X X X 0 4 4
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 1 2 3
41 X X X X X X X X 0 8 8
40 X X X X X 1 4 5 85TH %: 36 41 39 M.P.H.
39 X X X X X X X X X X 1 9 10
38 X X X X X X X X 4 4 8 50TH %: 31 36 33 M.P.H.
37 X X X X X X X X X X X X X 4 9 13
36 X X X X X X X X X X X X X X 3 11 14 15TH %: 28 31 29 M.P.H. 35 X X X X X X X X X X X X 3 9 12 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 26 - 35 32 - 41 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 11 6 17 *
32 X X X X X X X X X X 7 3 10 P % IN PACE: 83% 71% 71%
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 8 3 11 C % OVER PACE: 16% 11% 23% 29 X X X X X X X X X X X X X X X X X 13 4 17 E
28 X X X X X X X X X X X X X X X 12 3 15 * % UNDER PACE: 1% 18% 7% 27 X X X X X X X 7 0 7 *
26 X X X X X 4 1 5 * ARITHMETIC MEAN: 32 36 34 M.P.H. 25 X X 1 1 2
24 0 0 0 SAMPLE VARIANCE: 16 22 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 0.22 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.47 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
WEST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 10:54AM 11:10AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: 1503 W. ALAMEDA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 0 1 1
59 X X 1 1 2 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 X X 1 1 2
55 0 0 0 ROAD CONDITION:
54 X X X 2 1 3
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X X X 1 2 3
51 X 1 0 1
50 X X X 3 0 3
49 X X X X X X X X 5 3 8
48 X X X X X X 1 5 6
47 X X X X X X X 3 4 7
46 X X X X X 2 3 5
45 X X X X X X X X X X 2 8 10
44 X X X X X X X X X X X X X X X X X X X X 5 15 20
43 X X X X X X X X X X X X X X X 9 6 15 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X 5 8 13
41 X X X X X X X X X X X X X X X X 10 6 16
40 X X X X X X X X X X X X X 8 5 13 85TH %: 49 47 48 M.P.H. 39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X 4 2 6 50TH %: 41 43 42 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 2 5 7 15TH %: 35 36 36 M.P.H.
35 X X X X 4 0 4 *
34 X X X X 3 1 4 * 10 MPH PACE: 35 - 44 36 - 45 36 - 45 M.P.H. 33 X X 0 2 2 *
32 0 0 0 P % IN PACE: 62% 68% 64%
31 X X X X X X X X X 6 3 9 A
30 X X X X X X 4 2 6 C % OVER PACE: 25% 22% 23%
29 X 0 1 1 E
28 0 0 0 * % UNDER PACE: 13% 10% 14%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 42 42 42 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 46 37 41
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.46 0.37 0.21
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.68 0.60 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
WEST ALAMEDA STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 11:50AM 12:14PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ALAMEDA ST AND LONG BEACH BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 408 ALONDRA 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 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X X 0 2 2
47 0 0 0
46 X X 2 0 2
45 X 0 1 1
44 X X 0 2 2
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X X X X X X 5 2 7
40 X X X X X X X 2 5 7 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X X 6 4 10
38 X X X X X X X X X X X X X 8 5 13 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X 9 7 16
36 X X X X X X X X X X X X X X X X X 7 10 17 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X 4 11 15 *
34 X X X X X X X X X X X X X X X X X X X X X 9 12 21 * 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X 3 7 10 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 76% 78% 77% 31 X X X X X X X X X X X X X X X X X X X 15 4 19 A
30 X X X X X X X X X X X X X X X X 6 10 16 C % OVER PACE: 22% 22% 22% 29 X X X X X X X X X X X X X X X X 10 6 16 E
28 X X 2 0 2 * % UNDER PACE: 2% 0% 1%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 35 23 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: 0.35 0.23 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.59 0.48 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 11:02AM 11:21AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 961 W. ALONDRA BLVD
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X X 2 0 2
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X X 1 1 2 ROAD CONDITION:
54 X X X 0 3 3
53 X 1 0 1 DATA COLLECTION METHOD:
52 X X 2 0 2
51 0 0 0
50 X X X X X X 5 1 6
49 X X 1 1 2
48 0 0 0
47 X 1 0 1
46 X X X 3 0 3
45 X X X X X 1 4 5
44 X X X X X X X 5 2 7
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 X X X X X X X 10 7 17
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 X X 9 6 15 85TH %: 46 43 44 M.P.H. 39 X X X X X X X X X X X X 4 8 12
38 X X X X X X X X X X X X X X X X 9 7 16 50TH %: 40 37 38 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 X X X X X X X X 8 7 15 15TH %: 34 32 33 M.P.H. 35 X X X X X X X X X X X X 4 8 12 *
34 X X X X X X X X X X X X X X 4 10 14 * 10 MPH PACE: 33 - 42 34 - 43 33 - 42 M.P.H. 33 X X X X X X X X X X X X X 7 6 13 *
32 X X X 0 3 3 P % IN PACE: 68% 67% 68%
31 X X X X 2 2 4 A
30 X X X X X X X 3 4 7 C % OVER PACE: 27% 12% 23%
29 X X X X X X 0 6 6 E
28 0 0 0 * % UNDER PACE: 5% 21% 10%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 44 33 40
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.44 0.33 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.66 0.57 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 11:27AM 11:43AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ALAMEDA ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 616 ALONDRA 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 X 1 0 1 ROAD CONDITION:
54 X 0 1 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X X X 1 2 3
50 X X X 3 0 3
49 X X X 2 1 3
48 X X 1 1 2
47 X X X X 0 4 4
46 X X 1 1 2
45 X X X X X X 4 2 6
44 X X X X X X X X X 7 2 9
43 X X X X X X X X 5 3 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X 2 10 12
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 7 6 13 85TH %: 44 43 44 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 X 11 7 18 50TH %: 38 38 38 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 6 7 13 15TH %: 33 33 33 M.P.H. 35 X X X X X X X X X X X 3 8 11 *
34 X X X X X X X X X 6 3 9 * 10 MPH PACE: 36 - 45 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X 3 8 11 *
32 X X X X X X 4 2 6 P % IN PACE: 65% 70% 66%
31 X X X X X X X X 2 6 8 A
30 X X X X 3 1 4 C % OVER PACE: 10% 18% 22%
29 X X X X 2 2 4 E
28 X X X 2 1 3 * % UNDER PACE: 25% 12% 13%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 31 31
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.31 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.55 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 12:19PM 12:32PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LONG BEACH BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1514 ALONDRA 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 1 0 1
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X 1 1 2
49 X X 1 1 2
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 X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 3 0 3
41 X X X 1 2 3
40 X X X X X X X X X X X 5 6 11 85TH %: 40 39 40 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 5 4 9 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X X X X 9 3 12
36 X X X X X X X X X X X X 6 6 12 15TH %: 31 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X 6 10 16 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 30 - 39 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 12 5 17 *
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% 81% 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 10 13 23 A 30 X X X X X X X X X X X X X X X X X X X X 8 12 20 C % OVER PACE: 17% 19% 20% 29 X X X X X X X X X 2 7 9 E
28 X X X X 4 0 4 * % UNDER PACE: 6% 0% 2%
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: 26 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: 0.26 0.25 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.50 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 10:11AM 11:22AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): VICTORIA ST AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 350 APRA ST
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 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 X X X 1 2 3
49 X X 1 1 2
48 X 1 0 1
47 X X 1 1 2
46 X 1 0 1
45 X 0 1 1
44 X X X 3 0 3
43 X X X X X X 2 4 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 1 3 4
41 X X X 0 3 3
40 X X X X X 2 3 5 85TH %: 39 41 40 M.P.H.
39 X X X X X X X X 3 5 8
38 X X X X 2 2 4 50TH %: 31 30 31 M.P.H.
37 X X X X X X X X 5 3 8
36 X X X X X X X X X X X X 11 1 12 15TH %: 24 23 24 M.P.H. 35 X X X X 2 2 4 *
34 X X X X X X X X X X 4 6 10 * 10 MPH PACE: 28 - 37 25 - 34 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 4 5 9 P % IN PACE: 52% 52% 51%
31 X X X X X X 4 2 6 A
30 X X X X X X X X X X X X X X X X 8 8 16 C % OVER PACE: 18% 32% 34% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X X X 3 6 9 * % UNDER PACE: 30% 16% 16%
27 X X X X X X X 4 3 7 *
26 X X X X X X X X X X X X 6 6 12 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X X X X X X 5 4 9
24 X X X X X X 5 1 6 SAMPLE VARIANCE: 53 62 58
23 X X X X X X X 2 5 7
22 X X X X 3 1 4 STANDARD DEVIATION: 7 8 8 M.P.H.
21 X 0 1 1
20 X X X X 2 2 4 VARIANCE OF THE MEAN: 0.53 0.62 0.29
19 X X X 0 3 3
18 X X X 1 2 3 STD. ERROR OF THE MEAN: 0.73 0.79 0.54 M.P.H. 17 X 0 1 1
16 X 1 0 1
15 X 1 0 1
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
APRA STREET
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 12:51PM 1:19PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 660 ARTESIA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 2 0 2
50 X X 2 0 2
49 X 1 0 1
48 X X 2 0 2
47 X 1 0 1
46 X X X X X X 6 0 6
45 X X X X 4 0 4
44 X X X X X 5 0 5
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 3 0 3
41 X X X 3 0 3
40 X X X X X X X 7 0 7 85TH %: 46 N/A 46 M.P.H.
39 X X X X 4 0 4
38 X X 2 0 2 50TH %: 37 N/A 37 M.P.H.
37 X X X X X 5 0 5
36 X X X X X X 6 0 6 15TH %: 31 N/A 31 M.P.H.
35 X X X X 4 0 4 *
34 X X X X X 5 0 5 * 10 MPH PACE: 32 - 41 N/A 32 - 41 M.P.H. 33 X X X X X X X X 8 0 8 *
32 X X X X X X 6 0 6 P % IN PACE: 50% N/A 50%
31 X X X 3 0 3 A
30 X 1 0 1 C % OVER PACE: 33% N/A 33%
29 X X 2 0 2 E
28 X X X X 4 0 4 * % UNDER PACE: 17% N/A 17%
27 X X X 3 0 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 38 N/A 38 M.P.H.
25 X X 2 0 2
24 0 0 0 SAMPLE VARIANCE: 60 N/A 60
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 8 N/A 8 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.60 N/A 0.60
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.78 N/A 0.78 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 0 100
FAIR
RADAR
CITY OF COMPTON
TO
ARTESIA BOULEVARD (EB)
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 2:47PM 3:54PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 303 ARTESIA BLVD
63 0 0 0
62 X 0 1 1
61 X X 0 2 2 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 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 0 1 1 DATA COLLECTION METHOD:
52 X X 0 2 2
51 X 0 1 1
50 X X 0 2 2
49 X 0 1 1
48 X X 0 2 2
47 X X X 0 3 3
46 X 0 1 1
45 X 0 1 1
44 X X 0 2 2
43 X X X X X X 0 6 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X 0 5 5
41 X X X X 0 4 4
40 X X X X X X 0 6 6 85TH %: N/A 47 47 M.P.H.
39 X X X X 0 4 4
38 X X X X X X X X 0 8 8 50TH %: N/A 38 38 M.P.H.
37 X X X X X X X 0 7 7
36 X X X X X 0 5 5 15TH %: N/A 31 31 M.P.H.
35 X X X X X 0 5 5 *
34 X X X X 0 4 4 * 10 MPH PACE: N/A 34 - 43 34 - 43 M.P.H. 33 X X X 0 3 3 *
32 X X X X X X 0 6 6 P % IN PACE: N/A 54% 54%
31 X X X X X 0 5 5 A
30 X X X X 0 4 4 C % OVER PACE: N/A 21% 21%
29 X X 0 2 2 E
28 X X 0 2 2 * % UNDER PACE: N/A 25% 25%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: N/A 39 39 M.P.H.
25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: N/A 66 66
23 0 0 0
22 0 0 0 STANDARD DEVIATION: N/A 8 8 M.P.H.
21 0 0 0
20 X 0 1 1 VARIANCE OF THE MEAN: N/A 0.66 0.66
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: N/A 0.81 0.81 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
0 100 100
FAIR
RADAR
CITY OF COMPTON
TO
ARTESIA BOULEVARD (WB)
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 1:23PM 1:52PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ACACIA AVE AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 123 ARTESIA 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 X 0 1 1 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 0 1 1
51 X 0 1 1
50 0 0 0
49 X 0 1 1
48 X X 0 2 2
47 X X 1 1 2
46 X X X X 2 2 4
45 X X X 2 1 3
44 X X X X X X X 3 4 7
43 X X X X X X X X X X X X X 8 5 13 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X 5 4 9
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 3 4 7 85TH %: 43 43 43 M.P.H.
39 X X X X X X X 3 4 7
38 X X X X X X X X X X X X X X X 6 9 15 50TH %: 36 37 37 M.P.H. 37 X X X X X X X X X X X X X 4 9 13
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 29 31 30 M.P.H. 35 X X X X X X X 5 2 7 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 34 - 43 32 - 41 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X X 8 8 16 *
32 X X X X X X X X X 3 6 9 P % IN PACE: 58% 61% 59%
31 X X X X 3 1 4 A
30 X X X X X X X 2 5 7 C % OVER PACE: 8% 24% 18%
29 X X X X X X X X X 5 4 9 E
28 X X X X 2 2 4 * % UNDER PACE: 34% 15% 24%
27 X X 1 1 2 *
26 X X X 3 0 3 * ARITHMETIC MEAN: 36 37 37 M.P.H.
25 X X X X 4 0 4
24 X X X 2 1 3 SAMPLE VARIANCE: 36 40 38
23 X X 1 1 2
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.36 0.40 0.19
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.63 0.44 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ARTESIA BOULEVARD
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 2:00PM 2:28PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND SUSANA RD-HARBOR DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF DELTA ST
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 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 X X 0 2 2
45 X 0 1 1
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X X X 1 3 4
40 X X X 1 2 3 85TH %: 35 38 38 M.P.H.
39 X X X 2 1 3
38 X X X X X X X X X X X 5 6 11 50TH %: 30 33 32 M.P.H. 37 X X X X X X X X X 2 7 9
36 X X X X X X X X X X 2 8 10 15TH %: 26 27 26 M.P.H. 35 X X X X X X X X X X X X 5 7 12 *
34 X X X X X X X X 3 5 8 * 10 MPH PACE: 25 - 34 29 - 38 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X 8 6 14 *
32 X X X X X X X X X X X X X X X X X X X X X 10 11 21 P % IN PACE: 78% 63% 65% 31 X X X X X X X X X X X X X X 8 6 14 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 20% 14% 20% 29 X X X X X X X X X X X X 9 3 12 E
28 X X X X X X X X X X X X 7 5 12 * % UNDER PACE: 2% 23% 16% 27 X X X X X X X X X X X X X X X X 11 5 16 *
26 X X X X X X X X X X 6 4 10 * ARITHMETIC MEAN: 31 33 32 M.P.H. 25 X X X X X X X X X X X X 10 2 12
24 X X 1 1 2 SAMPLE VARIANCE: 20 35 29
23 X X 0 2 2
22 X X 1 1 2 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.35 0.14
19 X X 0 2 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.59 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ARTESIA BOULEVARD
CARLOS
SUNNY
DRY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 10:43AM 11:06AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF ATLANTIC DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 X 0 1 1
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 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 0 0 0
49 X X X X 2 2 4
48 X X 0 2 2
47 X X 1 1 2
46 X X X X X X X X X 5 4 9
45 X X X X X X 3 3 6
44 X X X X X 4 1 5
43 X X X X X X X X X X X 8 3 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 3 1 4
41 X X X X X X X X X X X X X X X X 5 11 16
40 X X X X X X X X X X X X X X X X X X 8 10 18 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 12 8 20
38 X X X X X X X X X X X X X X X X X X 11 7 18 50TH %: 39 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X X X 8 10 18
36 X X X X X X X X X X X X X 6 7 13 15TH %: 35 32 34 M.P.H. 35 X X X X X X X X X X X X X X X X X 11 6 17 *
34 X X X X X X X X X X 6 4 10 * 10 MPH PACE: 34 - 43 32 - 41 34 - 43 M.P.H. 33 X X X X 1 3 4 *
32 X X X X X X X 1 6 7 P % IN PACE: 78% 72% 73%
31 X X 0 2 2 A
30 X X X X 2 2 4 C % OVER PACE: 16% 19% 16%
29 X X 1 1 2 E
28 X X X X 1 3 4 * % UNDER PACE: 6% 9% 12%
27 0 0 0 *
26 X 0 1 1 * ARITHMETIC MEAN: 39 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 32 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.32 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.56 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ATLANTIC AVENUE
CARLOS
CLOUDY
DRY
DATE: 02/08/24 DAY: Thursday TIME PERIOD: 9:19AM 10:48AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF PALMER 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 X 0 1 1 85TH %: 30 28 29 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 25 24 25 M.P.H.
37 X 0 1 1
36 X 1 0 1 15TH %: 22 19 20 M.P.H.
35 X X X X 3 1 4 *
34 X X X 2 1 3 * 10 MPH PACE: 21 - 30 19 - 28 21 - 30 M.P.H. 33 X 1 0 1 *
32 X X X X X 4 1 5 P % IN PACE: 78% 73% 74%
31 X X X X X 2 3 5 A
30 X X X X X X X X 4 4 8 C % OVER PACE: 14% 15% 11%
29 X X X X X X X X X X 7 3 10 E
28 X X X X X X X X X X X X X X X X 9 7 16 * % UNDER PACE: 8% 12% 16% 27 X X X X X X X X X X X X X X X X 6 10 16 *
26 X X X X X X X X X X X X X X X X 10 6 16 * ARITHMETIC MEAN: 26 24 25 M.P.H. 25 X X X X X X X X X X X X X X X X X X 7 11 18
24 X X X X X X X X X X X X X X X X X X 12 6 18 SAMPLE VARIANCE: 20 22 22 23 X X X X X X X X X X X X X X X 6 9 15
22 X X X X X X X X X X X X X X X X X 11 6 17 STANDARD DEVIATION: 4 5 5 M.P.H. 21 X X X X X X X X X X X X X 6 7 13
20 X X X X X X X X 3 5 8 VARIANCE OF THE MEAN: 0.20 0.22 0.11 19 X X X X X X X X X 3 6 9
18 X X X X X 0 5 5 STD. ERROR OF THE MEAN: 0.45 0.47 0.33 M.P.H. 17 X X X X X X 1 5 6
16 X X X 1 2 3
15 0 0 0
100 100 200
CARLOS
MOSTLY SUNN
DRY
FAIR
RADAR
CITY OF COMPTON
TO
BRADFIELD AVENUE
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 11:29AM 12:08PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF PATTIE CT
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 X 0 1 1
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 X 1 1 2
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 X 2 1 3
45 0 0 0
44 X 0 1 1
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X X X 2 2 4
40 X X X X X X 5 1 6 85TH %: 38 37 38 M.P.H.
39 X X X 2 1 3
38 X X X X X X X X 5 3 8 50TH %: 32 33 33 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X X X X 5 6 11 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 8 11 19 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 27 - 36 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 7 11 18 *
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: 80% 81% 81% 31 X X X X X X X X X X X X X X X X X X X 8 11 19 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 15 8 23 C % OVER PACE: 20% 16% 18% 29 X X X X X X X X 6 2 8 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 0% 3% 2% 27 X X X X X X X X X X X X X 7 6 13 *
26 X X X 0 3 3 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 29 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 0.29 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.54 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
BULLIS ROAD
CARLOS
PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 11:01AM 11:26AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1811 BULLIS RD
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 0 1 1
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 X X 0 2 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X X X 1 3 4
40 X X X 0 3 3 85TH %: 35 37 36 M.P.H.
39 X X X X 2 2 4
38 X X X X X 2 3 5 50TH %: 32 33 33 M.P.H.
37 X X X X X X X X X 4 5 9
36 X X X X X X X X X X X X X X 5 9 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 6 10 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 15 8 23 * 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 9 14 23 * 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: 86% 78% 82% 31 X X X X X X X X X X X X X X 6 8 14 A
30 X X X X X X X X X X X X X 8 5 13 C % OVER PACE: 6% 15% 11% 29 X X X X X X X X X X X X X 10 3 13 E
28 X X X X X X X X X X X X X X X X X 12 5 17 * % UNDER PACE: 8% 7% 8% 27 X X X X 3 1 4 *
26 X X X X X X 4 2 6 * ARITHMETIC MEAN: 32 34 33 M.P.H. 25 X X X 0 3 3
24 X X 1 1 2 SAMPLE VARIANCE: 14 20 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 0.20 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.44 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
BULLIS ROAD
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 1:27PM 1:44PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1650 CENTRAL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X X 0 2 2
59 X 0 1 1 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 X 1 0 1 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 X X 2 0 2
49 0 0 0
48 X X 0 2 2
47 0 0 0
46 X X X X 0 4 4
45 X X X X X X X 1 6 7
44 X X 0 2 2
43 X X X X X X X X X 3 6 9 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X 3 7 10
41 X X X X X X X X X X X X X X X X 6 10 16
40 X X X X X X X X X X X X X X X X X X X 12 7 19 85TH %: 41 45 43 M.P.H. 39 X X X X X X X X 3 5 8
38 X X X X X X X X X X X 6 5 11 50TH %: 37 39 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 15 4 19
36 X X X X X X X X X X 4 6 10 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X 4 8 12 *
34 X X X X X X X X X X X X X X 12 2 14 * 10 MPH PACE: 32 - 41 35 - 44 32 - 41 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 9 2 11 P % IN PACE: 76% 60% 65% 31 X X X X X X X X X X 2 8 10 A
30 X X X X X X X 4 3 7 C % OVER PACE: 12% 16% 22%
29 X X X X X X 4 2 6 E
28 X 1 0 1 * % UNDER PACE: 12% 24% 14%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 39 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 42 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 7 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.42 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.65 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 1:06PM 1:18PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 154TH 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 X X 0 3 3
48 X X 0 2 2
47 0 0 0
46 X X X 1 2 3
45 X 0 1 1
44 X X X X X X X X 5 3 8
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 0 11 11
41 X X X X X X 2 4 6
40 X X X X X X X X X X 2 8 10 85TH %: 38 42 42 M.P.H. 39 X X X X X X X X X X X X 3 9 12
38 X X X X X X X X X X X X X X X X X X X 11 8 19 50TH %: 35 38 36 M.P.H. 37 X X X X X X X X X X X X X X X X X 10 7 17
36 X X X X X X X X X X X X X X X X X 12 5 17 15TH %: 30 33 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 10 10 20 *
34 X X X X X X X X X X X X X X 8 6 14 * 10 MPH PACE: 30 - 39 33 - 42 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 7 2 9 P % IN PACE: 82% 73% 71%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X X 8 5 13 C % OVER PACE: 11% 14% 24% 29 X X X X 3 1 4 E
28 X X X 1 2 3 * % UNDER PACE: 7% 13% 5%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 35 38 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 25 23
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 0.25 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.50 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 12:48PM 1:03PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 149TH 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 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 X 1 1 2
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 0 0 0
40 X X X 2 1 3 85TH %: 36 36 36 M.P.H.
39 X X X 1 2 3
38 X X X X X X X X 3 5 8 50TH %: 32 32 32 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X X X 6 3 9 15TH %: 28 28 28 M.P.H.
35 X X X X X X X X X X X X X X X 7 8 15 *
34 X X X X X X X X X X X X X X 10 4 14 * 10 MPH PACE: 27 - 36 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 X X X X 14 11 25 * 32 X X X X X X X X X X X X X X X X X X X X X 8 13 21 P % IN PACE: 86% 81% 83% 31 X X X X X X X X X X X 6 5 11 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: 12% 18% 14% 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 X X X X X X X X X X X X X 11 9 20 * % UNDER PACE: 2% 1% 4% 27 X X X X X X X X X X X X X X X X X 10 7 17 *
26 X X X X X X 2 4 6 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 0 0 0
24 X 0 1 1 SAMPLE VARIANCE: 14 17 16
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 0.17 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
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 12:28PM 12:41PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1926 CENTRAL 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 X 0 1 1
55 X 0 1 1 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 X X X 3 2 5
47 X 1 0 1
46 0 0 0
45 X 0 1 1
44 X X X X X X X X X X 6 4 10
43 X X X X X X X X 5 3 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 4 3 7
41 X X X X X X X X X X X X 5 7 12
40 X X X X X X X X X X X X X X X 6 9 15 85TH %: 43 42 42 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 4 4 8 50TH %: 36 35 36 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 X X 11 2 13 15TH %: 31 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 X 5 7 12 * 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 2 12 14 *
32 X X X X X X X X X X X X X X X 8 7 15 P % IN PACE: 64% 69% 66% 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 4 5 9 C % OVER PACE: 26% 16% 19%
29 X X X 1 2 3 E
28 X X X 2 1 3 * % UNDER PACE: 10% 15% 16%
27 X 1 0 1 *
26 X X 2 0 2 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 31 30
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.31 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.56 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 9:19AM 10:37AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SLATER AVE AND EL SEGUNDO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 131ST 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 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 0 1 1
40 X X 1 1 2 85TH %: 32 32 32 M.P.H.
39 X X X X 2 2 4
38 0 0 0 50TH %: 27 28 28 M.P.H.
37 X X X 0 3 3
36 X X X 2 1 3 15TH %: 23 24 23 M.P.H.
35 X X 2 0 2 *
34 X X X X X 1 4 5 * 10 MPH PACE: 21 - 30 23 - 32 23 - 32 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 76% 79% 77% 31 X X X X X X X X X X X X 2 10 12 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: 18% 14% 13% 29 X X X X X X X X X X X X X X X X X X 11 7 18 E
28 X X X X X X X X X X X X X X X X X 8 9 17 * % UNDER PACE: 6% 7% 10% 27 X X X X X X X X X X X X X X X X X X 11 7 18 *
26 X X X X X X X X X X X X X X X X X X 7 11 18 * ARITHMETIC MEAN: 27 29 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 11 8 19
24 X X X X X X X X X X X 6 5 11 SAMPLE VARIANCE: 23 20 22 23 X X X X X X X X X X X 8 3 11
22 X X X X X 4 1 5 STANDARD DEVIATION: 5 4 5 M.P.H.
21 X X X X X X 3 3 6
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.23 0.20 0.11
19 X X X X 3 1 4
18 X X 1 1 2 STD. ERROR OF THE MEAN: 0.48 0.45 0.33 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR
CITY OF COMPTON
TO
COMPTON AVENUE
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 1:26PM 1:42PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 885 COMPTON 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 X 0 1 1
49 0 0 0
48 X 0 1 1
47 X 1 0 1
46 X X 0 2 2
45 X X 1 1 2
44 X X X 2 1 3
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X X X X 3 2 5
40 X X X X X X 3 3 6 85TH %: 39 39 39 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 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 X 14 7 21
36 X X X X X X X X X X X X X X X X X X X 7 12 19 15TH %: 30 30 30 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 8 6 14 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 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 X X X X X X 13 8 21 P % IN PACE: 78% 73% 76% 31 X X X X X X X 2 5 7 A
30 X X X X X X X X X X X X 6 6 12 C % OVER PACE: 12% 13% 13% 29 X X X X X X X 4 3 7 E
28 X X X X X X X X X X X 5 6 11 * % UNDER PACE: 10% 14% 12% 27 X X X X X X 1 5 6 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 24 21
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: 0.18 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
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
COMPTON BOULEVARD
CARLOS
PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 1:09PM 1:22PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 540 COMPTON 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 X X X 0 3 3 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 1 0 1
49 0 0 0
48 X 0 1 1
47 X 1 0 1
46 0 0 0
45 X X X X 1 3 4
44 X X X X X 3 2 5
43 X X X X 4 0 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X 1 1 2
41 X X X X 2 2 4
40 X X X X X X X X X 7 2 9 85TH %: 40 39 40 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X X X X X X X 7 5 12 50TH %: 34 34 34 M.P.H. 37 X X X X X X X X X X X X 8 4 12
36 X X X X X X X X X X 3 7 10 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 5 13 18 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 29 - 38 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 11 7 18 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 69% 77% 72% 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 X X X X X X X X X X 10 15 25 C % OVER PACE: 24% 15% 21% 29 X X X X X X X 7 0 7 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 7% 8% 8%
27 X X X X X X 1 5 6 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 36 32
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: 0.28 0.36 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.60 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
COMPTON BOULEVARD
CARLOS
PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 12:49PM 1:02PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ACACIA AVE AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 430 COMPTON 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 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 0 0 0
47 X 1 0 1
46 0 0 0
45 X 0 1 1
44 X X X 0 3 3
43 X X 0 2 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X X 1 2 3
40 X X X 1 2 3 85TH %: 36 38 37 M.P.H.
39 X X 1 1 2
38 X X X X X 2 3 5 50TH %: 33 33 33 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 5 4 9 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 X X 14 7 21 *
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: 27 - 36 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 9 9 18 *
32 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 P % IN PACE: 87% 79% 83% 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 X X X X X 10 4 14 C % OVER PACE: 13% 16% 12% 29 X X X X X X X X X X X X X X X 9 6 15 E
28 X X X X X X X X X X X X X 4 9 13 * % UNDER PACE: 0% 5% 6% 27 X X X X X X X X X X X X 7 5 12 *
26 0 0 0 * ARITHMETIC MEAN: 33 34 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 13 23 18
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.13 0.23 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.36 0.48 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
COMPTON BOULEVARD
CARLOS
PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 12:30PM 12:46PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND BULLIS RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF BURRIS AVE
63 X 0 1 1
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 X X 2 1 3
49 X 0 1 1
48 0 0 0
47 X X X X X 3 2 5
46 X X X X 1 3 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 2 4 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X 0 5 5
41 X X X X 3 1 4
40 X X X X X X X X X 7 2 9 85TH %: 43 43 43 M.P.H.
39 X X X X X X X X X X 3 7 10
38 X X X X X X X X X 4 5 9 50TH %: 36 35 35 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 X X 12 7 19 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X 3 8 11 *
34 X X X X X X X X X X X X X X X 5 10 15 * 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 8 5 13 *
32 X X X X X X X X X X X X X X X X X X X X X 13 8 21 P % IN PACE: 66% 64% 64% 31 X X X X X X X 3 4 7 A
30 X X X X X X X 3 4 7 C % OVER PACE: 33% 32% 31%
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 X 6 2 8 * % UNDER PACE: 1% 4% 6%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 36 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 30 37 34
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.30 0.37 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.61 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
COMPTON BOULEVARD
CARLOS
PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 12:12PM 12:27PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BULLIS RD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1633 COMPTON 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 1 0 1
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X X X 2 1 3
45 X X X 2 1 3
44 X X X 1 2 3
43 X X X X X X 1 5 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 0 3 3
41 X X X 1 2 3
40 X X X 1 2 3 85TH %: 38 40 39 M.P.H.
39 X X X X X X X 2 5 7
38 X X X X X X X 5 2 7 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X 6 3 9
36 X X X X X X X X X X X X X X 8 6 14 15TH %: 29 28 29 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 10 5 15 * 10 MPH PACE: 29 - 38 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X 6 7 13 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 77% 74% 75% 31 X X X X X X X X X X X 6 5 11 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: 12% 26% 25% 29 X X X X X X X X X X X X X X X X 8 8 16 E
28 X X X X X X X X X X X X 4 8 12 * % UNDER PACE: 11% 0% 1% 27 X X X X X X X X X X X X X X 6 8 14 *
26 X 1 0 1 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 24 26 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: 0.24 0.26 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.51 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
COMPTON BOULEVARD
CARLOS
PARTLY SUNN
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 9:00AM 9:16AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF GRANDEE 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 X 0 1 1
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 X X X 0 4 4
49 X X X X X X X 5 2 7
48 X X 1 1 2
47 X X X X X X 4 2 6
46 X X 0 2 2
45 X X 1 1 2
44 X X X X X 1 4 5
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 4 4 8
41 X X X X X X X X X X X X X X 6 8 14
40 X X X X X X X X X X X 7 4 11 85TH %: 42 44 44 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 7 7 14 50TH %: 37 38 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X 12 6 18
36 X X X X X X X X X X X 6 5 11 15TH %: 32 32 32 M.P.H. 35 X X X X X X X 4 3 7 *
34 X X X X X X X X X X X X X X X X X X X 12 7 19 * 10 MPH PACE: 32 - 41 33 - 42 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X X 6 9 15 *
32 X X X X X X X X X X X 7 4 11 P % IN PACE: 71% 59% 65% 31 X X X X 2 2 4 A
30 X X X X X 4 1 5 C % OVER PACE: 19% 26% 25%
29 X X 0 2 2 E
28 X X X 2 1 3 * % UNDER PACE: 10% 15% 11%
27 X X X X 2 2 4 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 38 38 M.P.H.
25 X X 0 2 2
24 0 0 0 SAMPLE VARIANCE: 28 42 35
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: 0.28 0.42 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.64 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
EL SEGUNDO BOULEVARD
CARLOS
SUNNY
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 3:40PM 4:10PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND WILLOWBROOK AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF GREENLEAF DR
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 X 0 1 1
47 0 0 0
46 X X X X X 3 2 5
45 X X X 2 1 3
44 X X X X X X X 1 6 7
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X X X 1 3 4
40 X X X X X X X 2 5 7 85TH %: 38 40 40 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 X 5 6 11 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X 6 9 15
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 31 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 X X X X 14 10 24 * 34 X X X X X X X X X X X X X X X X X X X X 10 10 20 * 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 X X 17 7 24 * 32 X X X X X X X X X X X 7 4 11 P % IN PACE: 85% 71% 78% 31 X X X X X X X X X X X X X X X 8 7 15 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 11% 15% 16% 29 X X X X X X X 2 5 7 E
28 X X X 1 2 3 * % UNDER PACE: 4% 14% 7%
27 X X X X 1 3 4 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 22 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.22 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.47 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
GREENLEAF BOULEVARD
CARLOS
PARTLY SUNN
DRY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 12:53PM 1:21PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILLOWBROOK AVE AND LONG BEACH BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1219 GREENLEAF 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 0 0 0
49 X 1 0 1
48 X X 1 1 2
47 X X 1 1 2
46 X X X X 2 2 4
45 X X 1 1 2
44 X X 1 1 2
43 X X X X X 3 2 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 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 X X X X X 6 3 9 85TH %: 41 40 41 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 X X 8 6 14 50TH %: 36 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 10 9 19
36 X X X X X X X X X X X X X X 8 6 14 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 X 12 9 21 *
34 X X X X X X X X X X X X 5 7 12 * 10 MPH PACE: 32 - 41 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 X X X X 9 14 23 * 32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 78% 74% 75% 31 X X X X X X X X X X X 3 8 11 A
30 X X X X X X X X X X 5 5 10 C % OVER PACE: 12% 17% 20% 29 X X X 1 2 3 E
28 X X X X X 1 4 5 * % UNDER PACE: 10% 9% 6%
27 X X 0 2 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 35 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 22 21
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: 0.19 0.22 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.47 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
GREENLEAF BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 11:20AM 12:49PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LONG BEACH BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF MURIEL 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 X X 0 2 2
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 X X X 2 1 3
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X X 2 1 3
40 X X X X 3 1 4 85TH %: 38 37 37 M.P.H.
39 X X X X X X 4 2 6
38 X X X X 3 1 4 50TH %: 33 32 33 M.P.H.
37 X X X X X X X X X X X 6 5 11
36 X X X X X X X X X X X X X 9 4 13 15TH %: 29 28 28 M.P.H. 35 X X X X X X X X X X X X X X 5 9 14 *
34 X X X X X X X X X X X X X X X X X X X 8 11 19 * 10 MPH PACE: 28 - 37 26 - 35 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 14 6 20 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 76% 79% 77% 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 X X X X X X X X X X 12 9 21 C % OVER PACE: 17% 21% 15% 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: 7% 0% 9% 27 X X X X X X X X X X 5 5 10 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 34 33 33 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 26 23
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: 0.20 0.26 0.12
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
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
GREENLEAF BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 12:39PM 12:56PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF TEMPLE AVE
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 X 1 0 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 X 0 1 1
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 X 1 0 1
45 0 0 0
44 X X X 2 1 3
43 X X X X X X 3 3 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 1 2 3
41 X X X X 2 2 4
40 X 0 1 1 85TH %: 39 38 38 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X X X X X X X 8 4 12 50TH %: 34 33 34 M.P.H. 37 X X X X X X X X X X X X X 5 8 13
36 X X X X X X X X X X X X X X X 10 5 15 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 11 7 18 *
34 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 * 10 MPH PACE: 30 - 39 28 - 37 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 7 12 19 *
32 X X X X X X X X X X X X X X X X 6 10 16 P % IN PACE: 75% 81% 77% 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 6 6 12 C % OVER PACE: 13% 17% 15% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 12% 2% 9% 27 X X X X X 3 2 5 *
26 0 0 0 * ARITHMETIC MEAN: 35 34 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 19 25
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: 0.32 0.19 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.43 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
LONG BEACH BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 1:03PM 1:16PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 411 LONG BEACH 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 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 X 1 0 1
47 X 1 0 1
46 0 0 0
45 0 0 0
44 X X X 2 1 3
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X X X 2 1 3
40 X X X X X 3 2 5 85TH %: 38 38 38 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X X X 3 9 12 50TH %: 33 33 33 M.P.H. 37 X X X X X X X X X X X X X 10 3 13
36 X X X X X X X X X 3 6 9 15TH %: 30 30 30 M.P.H.
35 X X X X X X X X 4 4 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 15 10 25 * 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 13 8 21 *
32 X X X X X X X X X X X X X X X X X 6 11 17 P % IN PACE: 83% 78% 79% 31 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 A 30 X X X X X X X X X X X X X X X X X 11 6 17 C % OVER PACE: 17% 8% 15% 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 5 6 11 * % UNDER PACE: 0% 14% 7% 27 X X 0 2 2 *
26 0 0 0 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 20 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.20 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.45 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
LONG BEACH BOULEVARD
CARLOS
PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 1:19PM 1:36PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 217 LONG BEACH 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 X 1 0 1
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X X X 2 1 3
40 X X X X X X X 5 2 7 85TH %: 38 38 38 M.P.H.
39 X X X X X X X X 3 5 8
38 X X X X X X X X X X 6 4 10 50TH %: 33 34 33 M.P.H. 37 X X X X X X X X X X X 4 7 11
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 29 30 30 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 X X X X X X 5 12 17 * 10 MPH PACE: 28 - 37 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 9 8 17 *
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: 80% 80% 80% 31 X X X X X X X X X X X X X X X X X X X X X 12 9 21 A
30 X X X X X X X X X X X X X X X X X 6 11 17 C % OVER PACE: 19% 8% 18% 29 X X X X X X X X X X X X 7 5 12 E
28 X X X X X X X X X X X X 9 3 12 * % UNDER PACE: 1% 12% 3% 27 X X X X X 1 4 5 *
26 0 0 0 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 15 15
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: 0.16 0.15 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.39 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
LONG BEACH BOULEVARD
CARLOS
PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 1:40PM 1:54PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 130 LONG BEACH 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 X 1 0 1 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 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 X 2 1 3
45 X X 1 1 2
44 0 0 0
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X 2 1 3
40 X X X X X 4 1 5 85TH %: 39 37 39 M.P.H.
39 X X X X X X X X X X X X 7 5 12
38 X X X X X X X X X 5 4 9 50TH %: 34 33 34 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 X X X X X X X X X X 10 7 17 15TH %: 29 30 29 M.P.H. 35 X X X X X X X X X X X X X X X X X 5 12 17 *
34 X X X X X X X X X X X X X X X X X X X X 10 10 20 * 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 6 11 17 *
32 X X X X X X X X X X X X 5 7 12 P % IN PACE: 73% 85% 79% 31 X X X X X X X X X X X X X X X X X X 8 10 18 A
30 X X X X X X X X X X X X X X X 4 11 15 C % OVER PACE: 26% 15% 21% 29 X X X X X X X X X X X X X X X X 11 5 16 E
28 X X X X X X X X X X X X X 6 7 13 * % UNDER PACE: 1% 0% 1% 27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 35 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 15 22
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: 0.29 0.15 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.38 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
LONG BEACH BOULEVARD
CARLOS
PARTLY CLOU
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 11:26AM 12:45PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 530 MANVILLE ST
63 0 0 0
62 0 0 0
61 X 0 1 1 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 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X 1 2 3
49 0 0 0
48 X X 1 1 2
47 X 1 0 1
46 0 0 0
45 X 1 0 1
44 X 0 1 1
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X 2 0 2
40 X X 1 1 2 85TH %: 37 37 37 M.P.H.
39 X X X X X X 3 3 6
38 X X X 2 1 3 50TH %: 28 29 29 M.P.H.
37 X X X X X 3 2 5
36 X X X 2 1 3 15TH %: 21 23 22 M.P.H.
35 X X X X X X X X 3 5 8 *
34 X X X X X X 3 3 6 * 10 MPH PACE: 21 - 30 24 - 33 24 - 33 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 6 6 12 P % IN PACE: 52% 56% 54% 31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X 3 7 10 C % OVER PACE: 40% 25% 26% 29 X X X X X X X X X X X 6 5 11 E
28 X X X X X X X X 2 6 8 * % UNDER PACE: 8% 19% 21%
27 X X X X X X X X X X 5 5 10 *
26 X X X X X X X 4 3 7 * 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 X 11 8 19
24 X X X X X X X X X X 6 4 10 SAMPLE VARIANCE: 56 64 60 23 X X X X X X X X X 4 5 9
22 X X X X X X X 3 4 7 STANDARD DEVIATION: 8 8 8 M.P.H. 21 X X X X X X X X X X 8 2 10
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.56 0.64 0.30
19 X X X X X 1 4 5
18 X X X X 2 2 4 STD. ERROR OF THE MEAN: 0.75 0.80 0.55 M.P.H. 17 X X 1 1 2
16 X X 2 0 2
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
MANVILLE STREET
CARLOS
SUNNY
DRY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 2:47PM 4:03PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): THORSON AVE AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF BUTLER 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 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 31 29 30 M.P.H.
39 X 1 0 1
38 X 1 0 1 50TH %: 26 24 25 M.P.H.
37 X 1 0 1
36 X X X 3 0 3 15TH %: 21 21 21 M.P.H.
35 X 1 0 1 *
34 X X X 2 1 3 * 10 MPH PACE: 21 - 30 21 - 30 21 - 30 M.P.H. 33 X X X 1 2 3 *
32 X X 1 1 2 P % IN PACE: 74% 87% 81%
31 X X X X X X X X 8 0 8 A
30 X X X X X X X X X X X 6 5 11 C % OVER PACE: 19% 4% 12% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X X X X 7 5 12 * % UNDER PACE: 7% 9% 8% 27 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 * 26 X X X X X X X X X X X X X X X X X X X 9 10 19 * ARITHMETIC MEAN: 26 25 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X 8 10 18
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 6 18 24 SAMPLE VARIANCE: 22 12 18 23 X X X X X X X X X X X X X X X X X X X 7 12 19
22 X X X X X X X X X X 5 5 10 STANDARD DEVIATION: 5 4 4 M.P.H. 21 X X X X X X X X X X X X X X X 9 6 15
20 X X X X X X 3 3 6 VARIANCE OF THE MEAN: 0.22 0.12 0.09 19 X X X X 2 2 4
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.46 0.35 0.30 M.P.H. 17 X X X 2 1 3
16 X X 0 2 2
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
MCMILLAN STREET
CARLOS
PARTLY CLOU
DRY
DATE: 01/31/24 DAY: Wednesday TIME PERIOD: 9:53AM 10:55AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ALAMEDA ST AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 401 PALMER 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 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
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 0 1 1
40 0 0 0 85TH %: 29 32 30 M.P.H.
39 X 0 1 1
38 0 0 0 50TH %: 25 27 26 M.P.H.
37 X 0 1 1
36 X X X 1 2 3 15TH %: 20 20 20 M.P.H.
35 X X X X 1 3 4 *
34 X X X X 2 2 4 * 10 MPH PACE: 20 - 29 21 - 30 21 - 30 M.P.H. 33 X X X X 0 4 4 *
32 X X X X 1 3 4 P % IN PACE: 74% 63% 68%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X X X X 5 10 15 C % OVER PACE: 14% 21% 15% 29 X X X X X X X X X X X X X X X X X 9 8 17 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 12% 16% 17% 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 8 7 15 * ARITHMETIC MEAN: 25 27 26 M.P.H. 25 X X X X X X X X X X X 6 5 11
24 X X X X X X X X X X X X X X X X 13 3 16 SAMPLE VARIANCE: 20 35 28 23 X X X X X X X X X 4 5 9
22 X X X X X X X X 5 3 8 STANDARD DEVIATION: 4 6 5 M.P.H. 21 X X X X X X X X X X X 6 5 11
20 X X X X X X X X X 6 3 9 VARIANCE OF THE MEAN: 0.20 0.35 0.14 19 X X X X 3 1 4
18 X X X X X X X X 4 4 8 STD. ERROR OF THE MEAN: 0.44 0.59 0.37 M.P.H. 17 X X X X X X X X X 3 6 9
16 X X X X 2 2 4
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
PALMER STREET
CARLOS
CLOUDY
DRY
DATE: 01/31/24 DAY: Wednesday TIME PERIOD: 9:00AM 9:49AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND LONG BEACH BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1116 PALMER 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 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 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 1 0 1
40 X X 1 1 2 85TH %: 35 35 35 M.P.H.
39 X X X X 2 2 4
38 X X X X X 3 2 5 50TH %: 31 31 31 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X 3 4 7 15TH %: 26 26 26 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 8 6 14 * 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 9 6 15 *
32 X X X X X X X X X X X X X X X X X X 8 10 18 P % IN PACE: 72% 73% 73% 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 X X X X X X X X X X X X 13 8 21 C % OVER PACE: 15% 14% 15% 29 X X X X X X X X X X X X X 4 9 13 E
28 X X X X X X X X X X X 7 4 11 * % UNDER PACE: 13% 13% 13% 27 X X X X X X X X X X 2 8 10 *
26 X X X X X X X X X X X X 6 6 12 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X X 1 4 5 SAMPLE VARIANCE: 25 24 24
23 X X X X 3 1 4
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: 0.25 0.24 0.12
19 X 0 1 1
18 X X 2 0 2 STD. ERROR OF THE MEAN: 0.50 0.49 0.35 M.P.H. 17 X 0 1 1
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
PALMER STREET
CARLOS
CLOUDY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 10:41AM 12:25PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 138TH ST AND EL SEGUNDO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2176 PARMELEE 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 X 1 0 1
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 0 1 1
40 0 0 0 85TH %: 31 30 31 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %: 26 26 26 M.P.H.
37 X X 1 1 2
36 0 0 0 15TH %: 22 21 22 M.P.H.
35 X 0 1 1 *
34 X X X X X 3 2 5 * 10 MPH PACE: 21 - 30 21 - 30 21 - 30 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X 4 1 5 P % IN PACE: 79% 76% 78%
31 X X X X X X X X X X 6 4 10 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 18% 13% 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 X X X X X X X 8 9 17 * % UNDER PACE: 3% 11% 7% 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 6 8 14 * ARITHMETIC MEAN: 27 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 X X 12 12 24 24 X X X X X X X X X X X X X X 7 7 14 SAMPLE VARIANCE: 21 20 21 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 X X X X X X X 6 8 14 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X X X X X X X X 7 6 13
20 X X X X X 0 5 5 VARIANCE OF THE MEAN: 0.21 0.20 0.10 19 X X X X X 2 3 5
18 X X X X 1 3 4 STD. ERROR OF THE MEAN: 0.46 0.45 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
PARMELEE AVENUE
CARLOS
SUNNY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 10:35AM 10:51AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 821 ROSECRANS 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 X 1 0 1
49 0 0 0
48 X X 2 0 2
47 X 1 0 1
46 X 1 0 1
45 X X X 1 2 3
44 X X X X X 3 2 5
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X X X X 4 1 5
40 X X X 2 1 3 85TH %: 40 36 38 M.P.H.
39 X X 2 0 2
38 X X X X X X X X X X 9 1 10 50TH %: 35 32 34 M.P.H. 37 X X X X X X X 4 3 7
36 X X X X X X X X X X X X X X X X X X X X 8 12 20 15TH %: 31 30 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 X X X 12 11 23 * 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: 30 - 39 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X 13 5 18 *
32 X X X X X X X X X X X X X X X X X X 6 12 18 P % IN PACE: 79% 93% 82% 31 X X X X X X X X X X X X X X X X X X X X X X X 7 16 23 A 30 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 C % OVER PACE: 16% 7% 12% 29 X X X X X 2 3 5 E
28 X X X X X X X X X 0 9 9 * % UNDER PACE: 5% 0% 6%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 35 33 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 14 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.14 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.37 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 10:13AM 10:30AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 344 ROSECRANS 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 X X 0 2 2
49 0 0 0
48 X 0 1 1
47 0 0 0
46 X X 0 2 2
45 X 0 1 1
44 X X X X 0 4 4
43 X X X X X 2 3 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X 1 1 2
41 X X X X X X X 2 5 7
40 X X X X X X X X X 5 4 9 85TH %: 38 41 40 M.P.H.
39 X X X X 2 2 4
38 X X X X X X X X X X X X X X 6 8 14 50TH %: 34 34 34 M.P.H. 37 X X X X X X X X X X X X X X X X 11 5 16
36 X X X X X X X X X X X X X X X X X 12 5 17 15TH %: 30 29 29 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 12 10 22 * 10 MPH PACE: 29 - 38 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X 7 9 16 *
32 X X X X X X X X X X X X X X X 10 5 15 P % IN PACE: 84% 65% 74% 31 X X X X X X X X 3 5 8 A
30 X X X X X X X X X X 7 3 10 C % OVER PACE: 12% 33% 19% 29 X X X X X X X X X X X X X X X X 8 8 16 E
28 X X X X X X X X X X X X 3 9 12 * % UNDER PACE: 4% 2% 8% 27 X X X 1 2 3 *
26 0 0 0 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 13 31 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.13 0.31 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.55 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 9:57AM 10:10AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ACACIA AVE AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 200 W ROSECRANS 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 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 X 0 1 1
48 X 0 1 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 0 4 4
41 X X X X X X X 1 6 7
40 X X X X X 0 5 5 85TH %: 37 41 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 7 5 12 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X 9 4 13
36 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 15TH %: 31 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 X X 15 7 22 * 34 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 * 10 MPH PACE: 30 - 39 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 X X X 9 13 22 * 32 X X X X X X X X X X 6 4 10 P % IN PACE: 91% 74% 83%
31 X X X X X X X X X X X X X X X X 11 5 16 A
30 X X X X X X X X X X X X X X X 6 9 15 C % OVER PACE: 4% 22% 13% 29 X X X X X 1 4 5 E
28 X X X 3 0 3 * % UNDER PACE: 5% 4% 5%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 34 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 11 26 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.26 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.33 0.51 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 9:34AM 9:50AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND BULLIS RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF POINSETTIA 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 X 0 1 1
51 X X 0 2 2
50 X 0 1 1
49 X X 1 1 2
48 0 0 0
47 X X X 1 2 3
46 X 1 0 1
45 X X 0 2 2
44 X X X X X 2 3 5
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 3 2 5
41 X X X X X 2 3 5
40 X X X X X X X 3 4 7 85TH %: 39 41 40 M.P.H.
39 X X X X 2 2 4
38 X X X X 1 3 4 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X 5 4 9
36 X X X X X X X X X X X X X X X X X 10 7 17 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 9 8 17 *
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 14 10 24 * 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 7 8 15 *
32 X X X X X X X X X X X X X 8 5 13 P % IN PACE: 77% 69% 73% 31 X X X X X X X X X 4 5 9 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 17% 31% 27% 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 X X X X X 7 6 13 * % UNDER PACE: 6% 0% 1% 27 X X X X X X X X X X X 4 7 11 *
26 X X 2 0 2 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 38 30
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: 0.23 0.38 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.61 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 9:16AM 9:31AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BULLIS RD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF MURIEL 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 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 X X X 0 3 3
46 X 0 1 1
45 X X X X 3 1 4
44 X X X X X X X 4 3 7
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X X X X X X X 4 9 13
41 X X X X X 3 2 5
40 X X X X X X X X X X X X 8 4 12 85TH %: 41 42 42 M.P.H. 39 X X X X X X X X X X X X X X X 9 6 15
38 X X X X X X X X X X X X X X X 8 7 15 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 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 X X 12 9 21 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X 3 10 13 *
34 X X X X X X X X X X X X X 8 5 13 * 10 MPH PACE: 31 - 40 33 - 42 31 - 40 M.P.H. 33 X X X X X X X 2 5 7 *
32 X X X X X X X X X X X X 8 4 12 P % IN PACE: 76% 69% 71% 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 X X X 4 6 10 C % OVER PACE: 16% 11% 19% 29 X X X X X X X 3 4 7 E
28 X X X 1 2 3 * % UNDER PACE: 8% 20% 10%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 24 22
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: 0.19 0.24 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.49 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 3:26PM 3:47PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ARTESIA BLVD AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1911 SANTA FE 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 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 X 1 0 1
50 X X X 2 1 3
49 X X X X 2 2 4
48 X X 2 0 2
47 X X X X X 4 1 5
46 X X X X 2 2 4
45 X X X X X X X X X X X 3 8 11
44 X X X X X X X X X X X 5 6 11
43 X X X X X X X X X X X 8 3 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X 5 4 9
41 X X X X X X X X X X X X X X 7 7 14
40 X X X X X X X X X X 6 4 10 85TH %: 45 44 45 M.P.H. 39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X 6 2 8 50TH %: 39 37 38 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 X 5 7 12 15TH %: 34 32 33 M.P.H. 35 X X X X X X X X X X 6 4 10 *
34 X X X X X X X X X X X X X X X 7 8 15 * 10 MPH PACE: 34 - 43 32 - 41 33 - 42 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 4 5 9 P % IN PACE: 65% 58% 60%
31 X X X X X X X X X X 4 6 10 A
30 X X X X X 1 4 5 C % OVER PACE: 21% 28% 27%
29 X X 0 2 2 E
28 X X 0 2 2 * % UNDER PACE: 14% 14% 14%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 34 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.34 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.58 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 3:07PM 3:22PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1300 SANTA FE 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 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 X X X 2 1 3
49 X X X X X X X 4 3 7
48 X X X 1 2 3
47 X X X X X X X X X 3 6 9
46 X X X X X X X 1 6 7
45 X X X X X X X X X 6 3 9
44 X X X X X X X X X X X X 7 5 12
43 X X X X X X X X 4 4 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 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 41 X X X X X X X X X 2 7 9
40 X X X X X X X X X X X X X X X X X X 8 10 18 85TH %: 45 46 46 M.P.H. 39 X X X X X X X X X X X X X X 2 12 14
38 X X X X X X X 4 3 7 50TH %: 40 41 40 M.P.H.
37 X X X X X X X X X X X X X X 8 6 14
36 X X X X X X X X X X X X X X X 7 8 15 15TH %: 33 36 35 M.P.H. 35 X X X X X X X X X X X X 8 4 12 *
34 X X X 3 0 3 * 10 MPH PACE: 35 - 44 35 - 44 35 - 44 M.P.H. 33 X X X X 4 0 4 *
32 X X X X X X X X 6 2 8 P % IN PACE: 59% 73% 66%
31 X X X X 3 1 4 A
30 0 0 0 C % OVER PACE: 21% 23% 22%
29 X X X 2 1 3 E
28 X X 2 0 2 * % UNDER PACE: 20% 4% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 40 41 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 37 21 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: 0.37 0.21 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.46 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 2:44PM 3:03PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 333 SANTA FE 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 X X 0 2 2
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X X 1 1 2
45 X X X 0 3 3
44 X 0 1 1
43 X X X 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 3 0 3
41 X X 1 1 2
40 X X X X X X X 4 3 7 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X 5 5 10 50TH %: 34 34 34 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 X 8 6 14 15TH %: 29 30 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 X X X X X 11 11 22 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 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 X X X 9 8 17 P % IN PACE: 77% 75% 76% 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 5 4 9 C % OVER PACE: 16% 12% 18%
29 X X X X X X X X X X X X X X X 8 7 15 E
28 X X X X X X X X X 4 5 9 * % UNDER PACE: 7% 13% 7%
27 X X X 2 1 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 23 21
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: 0.19 0.23 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.48 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 2:25PM 2:39PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 507 SANTA FE 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 X X X X 0 5 5
44 X X 2 0 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X X X 0 4 4
40 X X X X X X 3 3 6 85TH %: 37 39 39 M.P.H.
39 X X X X X X X X X X X X X X 3 11 14
38 X X X X X X X X X X X X X 5 8 13 50TH %: 32 35 33 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 4 9 13 15TH %: 29 31 30 M.P.H. 35 X X X X X X X X X X X X X 8 5 13 *
34 X X X X X X X X X X X X X X X 4 11 15 * 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 9 10 19 *
32 X X X X X X X X X X X X X X X X X X 11 7 18 P % IN PACE: 85% 78% 78% 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 13 5 18 C % OVER PACE: 15% 13% 17% 29 X X X X X X X X X X X X X X X X X X 14 4 18 E
28 X X X X X X X X X X X 6 5 11 * % UNDER PACE: 0% 9% 6% 27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 33 35 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 15 19 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: 0.15 0.19 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.43 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
SANTA FE AVENUE
CARLOS
PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 2:05PM 2:21PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1311 SANTA FE 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 X X 0 2 2
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 0 0 0
45 X 0 1 1
44 X X X 1 2 3
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X X X X X X 2 6 8
40 X X X X X X X X 5 3 8 85TH %: 39 40 39 M.P.H.
39 X X X X X X 4 2 6
38 X X X X X X X X 4 4 8 50TH %: 35 34 34 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 X X X X X X X X X X 13 11 24 15TH %: 29 30 30 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 X X X X X 9 13 22 * 10 MPH PACE: 28 - 37 29 - 38 28 - 37 M.P.H. 33 X X X X X X X X X X X X X 3 10 13 *
32 X X X X X X X X X X X X X X 5 9 14 P % IN PACE: 79% 80% 79% 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 6 9 15 C % OVER PACE: 21% 18% 22% 29 X X X X X X X X X X X X X X X X X 11 6 17 E
28 X X X X X X X X X 7 2 9 * % UNDER PACE: 0% 2% 0%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 20 20
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.20 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.45 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 9:36AM 10:08AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND APRA ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 685 VICTORIA ST
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 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 0 1 1
45 X 1 0 1
44 X X X X X 5 0 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 1 5 6
40 X X X X X X X 4 3 7 85TH %: 40 38 39 M.P.H.
39 X X X X 3 1 4
38 X X X X X X X X 7 1 8 50TH %: 31 30 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 8 3 11 15TH %: 24 23 24 M.P.H. 35 X X X X X X X X 3 5 8 *
34 X X X X X X X 1 6 7 * 10 MPH PACE: 28 - 37 27 - 36 28 - 37 M.P.H. 33 X X X X X X X X X X 3 7 10 *
32 X X X X X X X X 2 6 8 P % IN PACE: 48% 58% 53%
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 X X X X X X X 7 11 18 C % OVER PACE: 27% 16% 21% 29 X X X X X X X X X X X X 4 8 12 E
28 X X X X X X X X X X X X X 9 4 13 * % UNDER PACE: 25% 26% 27% 27 X X X X X X X 4 3 7 *
26 X X X X X 3 2 5 * ARITHMETIC MEAN: 32 30 31 M.P.H. 25 X X X X 2 2 4
24 X X X X X X X X X X 7 3 10 SAMPLE VARIANCE: 47 46 47 23 X X X X X X X X X 4 5 9
22 X 0 1 1 STANDARD DEVIATION: 7 7 7 M.P.H.
21 X X X X X X 2 4 6
20 X X X X X 1 4 5 VARIANCE OF THE MEAN: 0.47 0.45 0.24 19 X 1 0 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.68 0.67 0.49 M.P.H. 17 X 1 0 1
16 X X 0 2 2
15 X X 0 2 2
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
VICTORIA STREET
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 9:00AM 9:33AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): APRA ST AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 375 VICTORIA ST
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 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 0 0 0
48 X X 1 1 2
47 X 1 0 1
46 X 1 0 1
45 X 0 1 1
44 X 0 1 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 0 2 2
41 X X X X X 2 3 5
40 X X X X X 3 2 5 85TH %: 36 38 38 M.P.H.
39 X X X 0 3 3
38 X X X X X X X X X X X 4 7 11 50TH %: 29 31 30 M.P.H. 37 X X X 1 2 3
36 X X X X X X 2 4 6 15TH %: 22 25 23 M.P.H.
35 X X X X X X X X X X 4 6 10 *
34 X X X X X X X X X 5 4 9 * 10 MPH PACE: 22 - 31 26 - 35 23 - 32 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X X X X X X X X X 4 8 12 P % IN PACE: 57% 57% 55% 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 X X X X X 9 8 17 C % OVER PACE: 31% 26% 33% 29 X X X X X X X X X X 4 6 10 E
28 X X X X X X X X X X X X 5 7 12 * % UNDER PACE: 12% 17% 12% 27 X X X X X X 4 2 6 *
26 X X X X X X X X X X X X X X 6 8 14 * ARITHMETIC MEAN: 29 31 30 M.P.H. 25 X X X X X X X X 4 4 8
24 X X X X X X X X X X X 6 5 11 SAMPLE VARIANCE: 51 42 47 23 X X X X X X X X 7 1 8
22 X X X X X X 5 1 6 STANDARD DEVIATION: 7 7 7 M.P.H. 21 X X X 3 0 3
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.51 0.42 0.24
19 X X 1 1 2
18 X X 1 1 2 STD. ERROR OF THE MEAN: 0.71 0.65 0.49 M.P.H. 17 X X X 2 1 3
16 X X 1 1 2
15 X X 1 1 2
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
VICTORIA STREET
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 1:49PM 3:01PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 901 WALNUT 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 0 1 1
48 0 0 0
47 X X 1 1 2
46 X 0 1 1
45 0 0 0
44 X 1 0 1
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 0 0 0
40 X X X X 0 4 4 85TH %: 36 36 36 M.P.H.
39 X X X X 3 1 4
38 X X 1 1 2 50TH %: 28 26 28 M.P.H.
37 X X X X X 5 0 5
36 X X X X X X 2 4 6 15TH %: 21 20 21 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 6 3 9 * 10 MPH PACE: 25 - 34 19 - 28 20 - 29 M.P.H. 33 X X X 1 2 3 *
32 X X X X X X 3 3 6 P % IN PACE: 56% 55% 53%
31 X X X X X X X X X X 8 2 10 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 19% 39% 39%
29 X X X X X X X X X 6 3 9 E
28 X X X X X X X X X X X X X X X 8 7 15 * % UNDER PACE: 25% 6% 8% 27 X X X X X X X X 5 3 8 *
26 X X X X X X X X X X X X X X X 9 6 15 * ARITHMETIC MEAN: 29 28 28 M.P.H. 25 X X X X X X X X X X X 5 6 11
24 X X X X X X 3 3 6 SAMPLE VARIANCE: 41 57 49
23 X X X X X X X X X X X 4 7 11
22 X X X X X X X X X 3 6 9 STANDARD DEVIATION: 6 8 7 M.P.H. 21 X X X X X X X X X X X X 8 4 12
20 X X X X X X X X X X 2 8 10 VARIANCE OF THE MEAN: 0.41 0.57 0.24 19 X X X X X X X 2 5 7
18 X X X X X X 2 4 6 STD. ERROR OF THE MEAN: 0.64 0.75 0.49 M.P.H. 17 X X X 1 2 3
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF COMPTON
TO
WALNUT STREET
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 3:05PM 4:24PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 615 WALNUT AVE
63 0 0 0
62 X X 2 0 2
61 0 0 0 POSTED SPEED LIMIT: 35 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 X 2 0 2 DATA COLLECTION METHOD:
52 X X 1 1 2
51 X X 2 0 2
50 X 1 0 1
49 X X 1 1 2
48 X X X 2 1 3
47 X 1 0 1
46 X 1 0 1
45 X X 2 0 2
44 X X X 1 2 3
43 X X X X X 1 4 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 2 1 3
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 8 5 13 85TH %: 46 40 42 M.P.H. 39 X X X X X X X X X X X 7 4 11
38 X X X X X X X X 6 2 8 50TH %: 37 33 35 M.P.H.
37 X X X X X X X X X X X X X X 9 5 14
36 X X X X X X X X X X X 4 7 11 15TH %: 30 23 26 M.P.H. 35 X X X X X X X X X X X 5 6 11 *
34 X X X X X X X X 4 4 8 * 10 MPH PACE: 31 - 40 32 - 41 31 - 40 M.P.H. 33 X X X X X X X X X X X 4 7 11 *
32 X X X X X X X X X X 4 6 10 P % IN PACE: 57% 49% 53%
31 X X X X X X X X X 6 3 9 A
30 X X X X X X X X 6 2 8 C % OVER PACE: 27% 10% 20%
29 X X X X X X X X X 3 6 9 E
28 X X X 2 1 3 * % UNDER PACE: 16% 41% 27%
27 X X X X 0 4 4 *
26 X X X X 0 4 4 * ARITHMETIC MEAN: 38 32 35 M.P.H.
25 X X X 0 3 3
24 X X 0 2 2 SAMPLE VARIANCE: 70 58 71
23 X X X X X X X 2 5 7
22 X X X X 1 3 4 STANDARD DEVIATION: 8 8 8 M.P.H.
21 0 0 0
20 X X X X X 1 4 5 VARIANCE OF THE MEAN: 0.70 0.58 0.36 19 X 1 0 1
18 X X 0 2 2 STD. ERROR OF THE MEAN: 0.84 0.76 0.60 M.P.H. 17 X 0 1 1
16 X 0 1 1
15 0 0 0
100 100 200
CITY OF COMPTON
TO
WALNUT STREET
CARLOS
SUNNY
FAIR
RADAR
DRY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 9:00AM 11:00AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1020 WILLOWBROOK AVE (EAST) 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 1 0 1
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 0 0 0
49 0 0 0
48 X 0 1 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 0 3 3
41 X X X X X 1 4 5
40 X X X 1 2 3 85TH %: 38 41 40 M.P.H.
39 X X X X X X X 1 6 7
38 X X X X X X 2 4 6 50TH %: 31 35 33 M.P.H.
37 X X X X X X X 2 5 7
36 X X X X X X X X X X X X X 6 7 13 15TH %: 26 28 27 M.P.H. 35 X X X 1 2 3 *
34 X X X X X 1 4 5 * 10 MPH PACE: 29 - 38 30 - 39 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 2 5 7 P % IN PACE: 58% 60% 58%
31 X X X X X X X X 4 4 8 A
30 X X X X X X X 4 3 7 C % OVER PACE: 13% 19% 21%
29 X X X X X X X X 4 4 8 E
28 X X X X X 0 5 5 * % UNDER PACE: 28% 21% 21%
27 X X X X X X X 4 3 7 *
26 X X X X X X X 4 3 7 * ARITHMETIC MEAN: 32 35 34 M.P.H. 25 X 1 0 1
24 X X X 2 1 3 SAMPLE VARIANCE: 54 32 42
23 0 0 0
22 X 1 0 1 STANDARD DEVIATION: 7 6 7 M.P.H.
21 X 1 0 1
20 X 1 0 1 VARIANCE OF THE MEAN: 1.02 0.43 0.33
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 1.01 0.65 0.58 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
53 75 128
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILLOWBROOK AVENUE (EAST)
CARLOS
SUNNY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 11:03AM 12:35PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF INDIGO 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 X 1 0 1
53 X 0 1 1 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 X 1 1 2
44 X X 1 1 2
43 X X X 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X X X X 2 2 4
40 X X X 2 1 3 85TH %: 37 38 38 M.P.H.
39 X X X X X 3 2 5
38 X X X X X X 1 5 6 50TH %: 31 32 31 M.P.H.
37 X X X X 2 2 4
36 X X X X X X 1 5 6 15TH %: 25 27 26 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 X X 5 8 13 * 10 MPH PACE: 26 - 35 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 9 9 18 *
32 X X X X X X X X X X X X X X X X 6 10 16 P % IN PACE: 66% 68% 66% 31 X X X X X X X X X X X X X X X X X X 12 6 18 A
30 X X X X X X X X X X X X X 5 8 13 C % OVER PACE: 18% 18% 18% 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 8 6 14 * % UNDER PACE: 16% 14% 17% 27 X X X X X X X X X 5 4 9 *
26 X X X X X X 3 3 6 * ARITHMETIC MEAN: 31 32 32 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X 2 2 4 SAMPLE VARIANCE: 39 33 36
23 X X X X X X X X 6 2 8
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X X 1 1 2
20 X 1 0 1 VARIANCE OF THE MEAN: 0.39 0.33 0.18
19 X X 2 0 2
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.62 0.57 0.42 M.P.H. 17 X X 0 2 2
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILLOWBROOK AVENUE (EAST)
CARLOS
SUNNY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 12:42PM 1:53PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 812 WILLOWBROOK AVE (EAST)
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 X 1 0 1
53 X 0 1 1 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 X 0 1 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 0 2 2
41 X X X 1 2 3
40 X X 1 1 2 85TH %: 35 37 36 M.P.H.
39 X X X 1 2 3
38 X X X 2 1 3 50TH %: 30 30 30 M.P.H.
37 X X X X X X X X X 4 5 9
36 X X X X X X 2 4 6 15TH %: 25 26 26 M.P.H.
35 X X X X X X X X X X 6 4 10 *
34 X X X X X X X X X 4 5 9 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X 5 3 8 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 71% 68% 70% 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 X X X X X X X X X X X X X X X 10 14 24 C % OVER PACE: 13% 20% 17% 29 X X X X X X X X X X X X X X X X X X X 12 7 19 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 16% 12% 14% 27 X X X X X X X X X 4 5 9 *
26 X X X X X X X X X X X X X X X 10 5 15 * ARITHMETIC MEAN: 30 31 30 M.P.H. 25 X X X X X 3 2 5
24 X X X X X 1 4 5 SAMPLE VARIANCE: 38 31 35
23 X X X 1 2 3
22 X X X X X 2 3 5 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 1 0 1
20 X 1 0 1 VARIANCE OF THE MEAN: 0.38 0.31 0.17
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.56 0.42 M.P.H. 17 X X 1 1 2
16 X X X X X 5 0 5
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILLOWBROOK AVENUE (EAST)
CARLOS
PARTLY CLOU
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 1:37PM 2:48PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF BENNETT 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 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X 1 0 1
49 0 0 0
48 X 0 1 1
47 X 0 1 1
46 0 0 0
45 X 1 0 1
44 X 1 0 1
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X 1 1 2
40 X X 2 0 2 85TH %: 36 36 36 M.P.H.
39 X X X 0 3 3
38 X X X X 3 1 4 50TH %: 31 30 30 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X X X 7 3 10 15TH %: 24 23 24 M.P.H. 35 X X X X X X X X X 4 5 9 *
34 X X X X X X X X X X X X 8 4 12 * 10 MPH PACE: 27 - 36 23 - 32 27 - 36 M.P.H. 33 X X X X X X X X X X X 7 4 11 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 63% 60% 59% 31 X X X X X X X X X X X X X 3 10 13 A
30 X X X X X X X X X X X X X X X 8 7 15 C % OVER PACE: 13% 30% 14% 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 X X X X 7 7 14 * % UNDER PACE: 24% 10% 28% 27 X X X X X X X 4 3 7 *
26 X X X X X X X X X 4 5 9 * ARITHMETIC MEAN: 31 30 31 M.P.H. 25 X X X X X X 4 2 6
24 X X X X X X X X X X X X X 7 6 13 SAMPLE VARIANCE: 36 46 41 23 X X X X X X X X X X 2 8 10
22 X X X X X X X 1 6 7 STANDARD DEVIATION: 6 7 6 M.P.H. 21 X X X 2 1 3
20 X 0 1 1 VARIANCE OF THE MEAN: 0.36 0.46 0.21
19 X X X X X 3 2 5
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.68 0.45 M.P.H. 17 0 0 0
16 X 1 0 1
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILLOWBROOK AVENUE (WEST)
CARLOS
CLOUDY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 2:54PM 3:43PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF CYPRESS 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 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 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 1 1 2
40 X X X 1 2 3 85TH %: 35 36 36 M.P.H.
39 X X 0 2 2
38 X X X X X X X X 3 5 8 50TH %: 31 31 31 M.P.H.
37 X X X X X 3 2 5
36 X X X X X X X X X 5 4 9 15TH %: 27 26 27 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 5 4 9 * 10 MPH PACE: 27 - 36 26 - 35 26 - 35 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 X X X X X X X 13 11 24 P % IN PACE: 83% 70% 76% 31 X X X X X X X X X X X X X X X X X X X X 12 8 20 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 16 8 24 C % OVER PACE: 8% 19% 16% 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 10 6 16 * % UNDER PACE: 9% 11% 8% 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 4 7 11 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X 0 2 2
24 X X X X X X X 4 3 7 SAMPLE VARIANCE: 14 26 20
23 X X X 0 3 3
22 X 1 0 1 STANDARD DEVIATION: 4 5 4 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.14 0.26 0.10
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.51 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILLOWBROOK AVENUE (WEST)
CARLOS
CLOUDY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 1:57PM 2:41PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF ELM 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 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 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 1 0 1 85TH %: 32 30 31 M.P.H.
39 0 0 0
38 X X X 2 1 3 50TH %: 27 25 26 M.P.H.
37 X 1 0 1
36 0 0 0 15TH %: 21 22 21 M.P.H.
35 X X X 2 1 3 *
34 X X X X X X 3 3 6 * 10 MPH PACE: 23 - 32 22 - 31 22 - 31 M.P.H. 33 X X X 1 2 3 *
32 X X X X X X X X 6 2 8 P % IN PACE: 67% 77% 72%
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 6 3 9 C % OVER PACE: 11% 9% 13%
29 X X X X X X X X X X X X X X X X X 7 10 17 E
28 X X X X X X X X X X X X X X 6 8 14 * % UNDER PACE: 22% 14% 15% 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 X X 9 8 17 * ARITHMETIC MEAN: 27 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X 9 9 18
24 X X X X X X X X X X X X X X X X 4 12 16 SAMPLE VARIANCE: 27 18 23 23 X X X X X X X 3 4 7
22 X X X X X X X X X X X X X X X X X 6 11 17 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X X X 5 3 8
20 X X X X X X 3 3 6 VARIANCE OF THE MEAN: 0.27 0.18 0.11 19 X X X X X X X X 6 2 8
18 X X X X X X 2 4 6 STD. ERROR OF THE MEAN: 0.52 0.43 0.34 M.P.H. 17 X X 0 2 2
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILLOWBROOK AVENUE (WEST)
CARLOS
PARTLY CLOU
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 3:13PM 3:32PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF CAROB 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 0 0 0
45 X X 0 2 2
44 X X 0 2 2
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X X X 0 4 4
40 X X X X X X 2 4 6 85TH %: 36 40 38 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X 2 8 10 50TH %: 33 35 34 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 5 9 14 15TH %: 29 30 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 X X X X X X 18 8 26 * 34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 28 - 37 30 - 39 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 12 9 21 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 90% 74% 79% 31 X X X X X X X X X X X X X X X X X 10 7 17 A
30 X X X X X X X X X X X X 7 5 12 C % OVER PACE: 9% 16% 20% 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 8 4 12 * % UNDER PACE: 1% 10% 2% 27 X X X 1 2 3 *
26 0 0 0 * ARITHMETIC MEAN: 33 35 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 11 19 16
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.19 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.34 0.43 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILMINGTON AVENUE
CARLOS
PARTLY SUNN
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 2:50PM 3:04PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF TICHENOR 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 X 1 0 1
48 0 0 0
47 X X 1 1 2
46 0 0 0
45 X X 2 0 2
44 X X X X X 2 3 5
43 X X 1 1 2 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 4 4 8
40 X X X X X X X X 5 3 8 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X X X X X X X X X X 10 7 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 8 9 17
36 X X X X X X X X X X X 3 8 11 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X 5 6 11 *
34 X X X X X X X X X X X X X X X X X X X 10 9 19 * 10 MPH PACE: 30 - 39 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 10 7 17 *
32 X X X X X X X X 4 4 8 P % IN PACE: 71% 73% 72%
31 X X X X X X X X X X X X X X X 8 7 15 A
30 X X X X X X X X X X X X X X X X 6 10 16 C % OVER PACE: 20% 18% 19% 29 X X X X X X X X X X X 5 6 11 E
28 X X X X 1 3 4 * % UNDER PACE: 9% 9% 9%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 36 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 20 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 0.20 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.44 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF COMPTON
TO
WILMINGTON AVENUE
CARLOS
PARTLY SUNN
FAIR
RADAR
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 2:27PM 2:39PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF KEMP CT
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 X X 2 1 3
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 X 1 1 2
45 X 1 0 1
44 X X X 2 1 3
43 X X X X 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 1 0 1
41 X X X X X X 4 2 6
40 X X X X X X 3 3 6 85TH %: 41 38 39 M.P.H.
39 X X X X X X X X X X 6 4 10
38 X X X X X X X X 5 3 8 50TH %: 35 34 35 M.P.H.
37 X X X X X X X X X X X X X X X 10 5 15
36 X X X X X X X X X X X X X X X X X X X 7 12 19 15TH %: 31 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 X X X X X 11 14 25 * 34 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 * 10 MPH PACE: 30 - 39 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 X X X X X X 10 13 23 * 32 X X X X X X X X X X X X X X X 4 11 15 P % IN PACE: 76% 82% 79% 31 X X X X X X X X X X X X X 7 6 13 A
30 X X X X X X 4 2 6 C % OVER PACE: 19% 7% 12%
29 X X X X X X X 4 3 7 E
28 X X X X X 1 4 5 * % UNDER PACE: 5% 11% 10%
27 X X 0 2 2 *
26 0 0 0 * ARITHMETIC MEAN: 36 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 24 17 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: 0.24 0.17 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.41 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILMINGTON AVENUE
CARLOS
PARTLY SUNN
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 2:10PM 2:23PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF ELM 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 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 X 1 0 1
50 X 0 1 1
49 0 0 0
48 X 1 0 1
47 X X 1 1 2
46 X X X X 2 2 4
45 X X X 2 1 3
44 X X X X X 4 1 5
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X X X X X X 5 1 6
40 X X X X X 2 3 5 85TH %: 41 40 41 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X X X X X X 4 7 11 50TH %: 33 35 34 M.P.H. 37 X X X X X X X X X X X X X 3 10 13
36 X X X X X X X X X X X X X X 3 11 14 15TH %: 29 32 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 5 14 19 *
34 X X X X X X X X X X X X X X X X 6 10 16 * 10 MPH PACE: 29 - 38 31 - 40 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X 13 4 17 *
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: 73% 77% 75% 31 X X X X X X X X X X X X X X X 10 5 15 A
30 X X X X X X X X X X X X 9 3 12 C % OVER PACE: 23% 14% 22% 29 X X X X X X X X X X X X X 11 2 13 E
28 X X X X X X 2 4 6 * % UNDER PACE: 4% 9% 4%
27 X X 2 0 2 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 24 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: 0.29 0.24 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.49 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF COMPTON
TO
WILMINGTON AVENUE
CARLOS
PARTLY SUNN
FAIR
RADAR
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 1:51PM 2:05PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 139TH 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 0 1 1
45 0 0 0
44 X 1 0 1
43 X X X 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X 1 2 3
40 X X X 1 2 3 85TH %: 37 36 37 M.P.H.
39 X X X X X X X X X 5 4 9
38 X X X X 2 2 4 50TH %: 33 33 33 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X X X X X X X X X X X X X 9 10 19 15TH %: 30 28 29 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 10 11 21 * 34 X X X X X X X X X X X X X X X X X X X X X 9 12 21 * 10 MPH PACE: 27 - 36 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 11 6 17 *
32 X X X X X X X X X X X X X X X 5 10 15 P % IN PACE: 81% 85% 83% 31 X X X X X X X X X X X X X X 8 6 14 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 15 11 26 C % OVER PACE: 19% 15% 17% 29 X X X X X X X X 4 4 8 E
28 X X X X X X X X X X X X X X 5 9 14 * % UNDER PACE: 0% 0% 0% 27 X X X X X X X X X X X 5 6 11 *
26 0 0 0 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 17 15 16
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 0.15 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.39 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF COMPTON
TO
WILMINGTON AVENUE
CARLOS
PARTLY SUNN
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
APPENDIX C
Survey Equipment
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
Survey Equipment Used
The radar equipment used by City Traffic Counters to collect speed measurements for this survey was a Stalker-II SDR Model Hand-Held Traffic Radar and a Stalker-ATR Model Hand-Held Traffic Radar both manufactured by Applied Concepts of Plano, Texas. The calibration of each unit was checked before each series of measurements were taken. Tests of the units were conducted in accordance with the manufacturer's specifications. The Stalker-II SDR Hand-Held Traffic Radar and Stalker-ATR Model Hand- Held Traffic Radar were last calibrated on January 16, 2023 by Southern California Radar/Laser Certification Laboratory.
2024 Engineering and Traffic Survey Report
CITY OF COMPTON
November 19, 2024
TO: MAYOR AND CITY COUNCIL MEMBERS
FROM: WILLIE A. HOPKINS JR.
CITY MANAGER
SUBJECT: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
APPROVING AN AMENDMENT TO THE POSITION CLASSIFICATION
PLAN TO INCLUDE THE CLASSIFICATION SPECIFICATIONS OF
WORKERS’ COMPENSATION CLAIMS ADMINISTRATOR.
SUMMARY
The City Council will consider adopting a resolution amending the Position Classification Plan to include the classification specifications of Workers’ Compensation Claims Administrator.
BACKGROUND
The City Manager authorized a review of the City’s current Position Classification Plan to include the position of Workers’ Compensation Claims Administrator.
The Workers' Compensation Claims Administrator is responsible for managing the city's workers' compensation claims. As the demands of the role and regulatory requirements evolve, it is essential to review and update the job description to ensure that it remains relevant and attractive to potential candidates.
The job description previously required a "Self-Insurance Administrator's License." This requirement has been modified so that the license is now "desirable" rather than "required." This change is intended to broaden the pool of qualified candidates while still recognizing the value of this certification.
The position will now report to the City Manager, reflecting the strategic importance of workers' compensation management and ensuring direct oversight at the highest level of city administration.
These proposed changes were supported by stakeholders, including department heads and union representatives, and no objections were raised during the public hearing.
Subsequent to conducting a properly noticed and public hearing pursuant to the provisions of Sections 1010 and 1103 of the Compton City Charter, the Personnel Board approved the proposed amendment to the Position Classification Plan to include the classification of Workers’ Compensation Claim Administrator and recommended approval and adoption thereof to the City Council at its meeting conducted on June 6, 2024.
5.5.5. Staff Report – Resolution Amending Position
Classification Plan for Workers’ Compensation Claims Admin November 19, 2024 Page 2
STATEMENT OF ISSUE
After review, staff has determined it to be fair and necessary to amend the Position Classification Plan by adding the Workers’ Compensation Claims Administrator classification.
The proposed changes aim to ensure that the Workers' Compensation Claims Administrator role remains aligned with the city's organizational needs. By modifying the Self-Insurance Administrator's License from a required certification to a desirable one, the city can attract a wider range of candidates while still prioritizing those with specialized skills in self-insurance administration.
These revisions will update the existing Position Classification Plan.
FISCAL IMPACT
The salary range for the Workers’ Compensation Claims Administrator is 179 A.
The salary for the above new classification is already included in the City’s 2024-2025 Fiscal Year’s budget in the City Manager’s Office, 6300-51-000-4101, therefore no anticipated fiscal impact will result from approving the requested action.
RECOMMENDATION
Staff recommends that the City Council adopt the attached Resolution.
DONALD J. GRADY
HUMAN RESOURCES DIRECTOR
APPROVED FOR FORWARDING:
WILLIE A. HOPKINS JR.
CITY MANAGER
RESOLUTION NO. __________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON
APPROVING AN AMENDMENT TO THE POSITION CLASSIFICATION
PLAN TO INCLUDE THE CLASSIFICATION SPECIFICATIONS OF
WORKERS’ COMPENSATION CLAIMS ADMINISTRATOR
WHEREAS, the City of Compton periodically reviews and updates job descriptions to ensure they meet current needs and requirements; and WHEREAS, the Workers' Compensation Claims Administrator position is critical to the effective management of the city's workers' compensation claims; and WHEREAS, it is desirable to attract candidates with specialized knowledge in self- insurance administration; and
WHEREAS, the position's reporting department has been updated to reflect its importance within the city's organizational structure; and WHEREAS, subsequent to conducting a properly noticed and public hearing pursuant to the provisions of Sections 1010 and 1103 of the Compton City Charter, the Personnel Board approved the proposed amendment to the Position Classification Plan to include the classification of Workers’ Compensation Claims Administrator and recommended approval and adoption thereof to the City Council at its meetings conducted on June 6, 2024; and
WHEREAS, the salary range for the Workers’ Compensation Claims Administrator is 179 A; and
WHEREAS, the salary for this new classification is already included in the City’s 2024-2025 Fiscal Year budget in the City Manager’s Office via code 6300-51-000-4101; therefore, no anticipated fiscal impact will result from approving this requested action.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COMPTON DOES HEREBY RESOLVE AS FOLLOWS:
Section 1.That the new classification specifications for the position of Workers’ Compensation Claims Administrator are hereby approved and added to the Position Classification Plan of the City of Compton.
Section 2.That the salary range for the proposed classification is 179 A.
Section 3.That the salaries for the proposed classifications are included in the City‘s 2024-2025 Fiscal Year budget in the City Manager’s Office.
Section 4.That a certified copy of this Resolution shall be filed in the offices of the City Manager, City Attorney, City Clerk, City Controller, and the Human Resources.
Section 5.That the Mayor shall sign and the City Clerk shall attest to the adoption of this Resolution.
ADOPTED this _______ day of _____________, 2024.
MAYOR OF THE CITY OF COMPTON
RESOLUTION NO. ____________
PAGE 2
ATTEST:
____________________________________
CITY CLERK OF THE CITY OF COMPTON
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss
CITY OF COMPTON )
I, Vernell McDaniel, City Clerk of the City of Compton, hereby certify that the foregoing Resolution was adopted by the City Council of the City of Compton, signed by the Mayor and attested by the City Clerk at a regular meeting thereof held on this ___ day of ________________, 2024.
That said Resolution was adopted by the following vote, to wit:
AYES: COUNCILMEMBERS-
NOES: COUNCILMEMBERS-
ABSTAIN: COUNCILMEMBERS-
ABSENT: COUNCILMEMBERS-
___________ ___
CITY CLERK OF THE CITY OF
Workers’ Compensation Claims Administrator
GENERAL PURPOSE: Under the general direction of the Risk Manager, plans, organizes and directs the administration of the Workers' Compensation program providing continuing control, supervision and management of employee injury and illness cases; and performs other related duties.
SUPERVISION RECEIVED/EXERCISED: Works under the general direction of the Risk Manager, serves as Risk Manager in his/her absence, and exercises supervision over subordinate professional, technical and support personnel.
PRIMARY DUTIES AND RESPONSIBILITIES:
The following essential functions are those that are critical, integral, necessary, crucial, primary and fundamental to the job.
Incumbents who possess the requisite skill, experience, education, and other job-related requirements of a position are expected to perform the essential functions of the job with or without a reasonable accommodation.
The following duties ARE NOT intended to serve as a comprehensive list of all duties performed by all employees in this classification, only a representative summary of the primary duties and responsibilities. Incumbent(s) may not be required to perform all duties listed and may be required to perform additional, position-specific duties.
Plans, organizes, and directs the activities of staff involved in investigating, adjusting and processing of workers' compensation claims.
Coordinates the investigation of difficult, sensitive and/or complex claims, determines extent of liability and estimates settlement value of claims; recommends the settlement or denial of claims; makes adjustments and settles claims within assigned monetary authority level; and assesses facts and determines necessity for reporting claims to excess insurance carrier.
Secures reimbursement of costs where recovery rights exist.
Conducts audits and inspections of workers' compensation claims.
Assists in reviewing employee accident and injury reports to determine frequency and loss trends and recommends methods or procedures for mitigation.
Reviews and evaluates the results of pre-employment, annual and return-to-work medical examinations and makes appropriate recommendations.
Develops, establishes, updates and reviews medical examination policy standards; evaluates, interprets and applies laws regarding the physical examinations of potential employees in determining job suitability and fitness.
Monitors rehabilitation services and consults with physicians, service providers and department representatives to resolve claims including return-to-work and vocational rehabilitation plans, and disability retirement.
Prepares and administers the annual budget for the workers' compensation program.
Ensures compliance with rules and regulations governing Workers' Compensation benefits and self- insurance administration; reviews, evaluates, interprets and applies established law to Workers' Compensation and Safety Disability Retirement programs.
City of Compton
WORKERS’ COMPENSATION CLAIMS ADMINISTRATOR
Department: City Attorney Class Code: 1553
Revised Date: March 2009 FLSA Status: Exempt
Personnel Board Approved: 10/01/09 Bargaining Unit:
AFSCME 2325 Council Approved: 07/20/10
Resolution No. 23,161
City of Compton
Workers’ Compensation Claims Administrator
Workers’ Compensation Claims Administrator - Page 2 of 3 PRIMARY DUTIES AND RESPONSIBILITIES (Continued):
Coordinates Workers' Compensation program activities and services with those of other departments and outside agencies and organizations; provides staff assistance to the Risk Manager; prepares and presents staff reports and other necessary correspondence.
Keeps abreast of new trends and innovations in the fields of worker's compensation, disability retirement and pre-employment medical standards.
Represents the Department to other City departments, elected officials and outside agencies; explains and interprets departmental programs, policies and activities; investigates and resolves sensitive, significant, and controversial issues.
Prepares, reviews and approves the formal performance evaluation of department staff, and coaches staff for improvement and development; initiates disciplinary action up to and including dismissal as required to correct behavior.
Composes, reviews, edits and approves all reports including requests for Council action and weekly or monthly reports of departmental activity.
Attends and participates in professional group meetings; stays abreast of new trends and innovations in the field of risk management.
Performs related duties and responsibilities as assigned.
MINIMUM QUALIFICATIONS:
Education and Experience:
Possession of a Bachelor’s degree from an accredited college or university in Business Administration, Public Administration or a related field; AND five (5) years progressively responsible experience in the administration of workers’ compensation claims; OR an equivalent combination of training and experience. Public sector and/or self-insured employer workers' compensation claims experience and supervisory experience are preferred.
Required Licenses or Certifications:
Must possess a valid California Class C Driver’s License.
Self-Insurance Administrator’s License.
Required Knowledge of:
City organization, operations, policies and procedures.
City Code, City Ordinances, Standard Operating Manual, personnel policies and procedures, and applicable Memoranda of Understanding.
Federal, state and local laws, codes and regulations related to workers' compensation and disability retirement, including the State of California Labor and Government Codes and Cal-OSHA regulations.
Jurisdiction, functions and procedures of the Workers' Compensation Appeals Board (WCAB).
Medical and technical terminology used in industrial injury and illness cases.
Research methods and resources, including use of the Internet and report writing.
Personal computers and computer software packages related to database, spreadsheet and word- processing applications.
Principles and practices of organization, administration and personnel management.
Principles and practices of budget preparation and administration.
City of Compton
Workers’ Compensation Claims Administrator
Workers’ Compensation Claims Administrator - Page 3 of 3 Required Skill in:
Researching, evaluating and recommending policies and programs to comply with state laws and regulations.
Understanding, interpreting, applying and explaining laws, codes, regulations, policies and procedures related to the Workers' Compensation program.
Developing and administering budgets and monitoring expenditures.
Supervising, leading, and delegating tasks and authority.
Operating a personal computer utilizing standard and specialized software.
Effective verbal and written communication.
Establishing and maintaining effective working relationships with staff, City departments, elected officials, outside agencies, and the general public.
Physical Demands / Work Environment:
Work is primarily performed in a standard office environment.
Work may be performed outdoors with time spent in moderate to high temperatures (above 90 degrees).
Work requires lifting, carrying, driving and on occasion climbing (up to 4 feet).
Moderate finger dexterity and near vision is required.
Work may involve exposure to wet surfaces, occasional loud noise and dust. inistrator
GENERAL PURPOSE: Under the general direction of the Risk Manager, plans, organizes and directs the administration of the Workers' Compensation program providing continuing control, supervision and management of employee injury and illness cases; and performs other related duties.
SUPERVISION RECEIVED/EXERCISED: Works under the general direction of the Risk Manager, serves as Risk Manager in his/her absence, and exercises supervision over subordinate professional, technical and support personnel.
PRIMARY DUTIES AND RESPONSIBILITIES:
The following essential functions are those that are critical, integral, necessary, crucial, primary and fundamental to the job.
Incumbents who possess the requisite skill, experience, education, and other job-related requirements of a position are expected to perform the essential functions of the job with or without a reasonable accommodation.
The following duties ARE NOT intended to serve as a comprehensive list of all duties performed by all employees in this classification, only a representative summary of the primary duties and responsibilities. Incumbent(s) may not be required to perform all duties listed and may be required to perform additional, position-specific duties.
Plans, organizes, and directs the activities of staff involved in investigating, adjusting and processing of workers' compensation claims.
Coordinates the investigation of difficult, sensitive and/or complex claims, determines extent of liability and estimates settlement value of claims; recommends the settlement or denial of claims; makes adjustments and settles claims within assigned monetary authority level; and assesses facts and determines necessity for reporting claims to excess insurance carrier.
Secures reimbursement of costs where recovery rights exist.
Conducts audits and inspections of workers' compensation claims.
Assists in reviewing employee accident and injury reports to determine frequency and loss trends and recommends methods or procedures for mitigation.
Reviews and evaluates the results of pre-employment, annual and return-to-work medical examinations and makes appropriate recommendations.
Develops, establishes, updates and reviews medical examination policy standards; evaluates, interprets and applies laws regarding the physical examinations of potential employees in determining job suitability and fitness.
Monitors rehabilitation services and consults with physicians, service providers and department representatives to resolve claims including return-to-work and vocational rehabilitation plans, and disability retirement.
Prepares and administers the annual budget for the workers' compensation program.
Ensures compliance with rules and regulations governing Workers' Compensation benefits and self- insurance administration; reviews, evaluates, interprets and applies established law to Workers' Compensation and Safety Disability Retirement programs.
City of Compton
MS ADMINISTRATOR
Department: City AttorneyManager Class Code: 1553
Revised Date: March 2009April 2024 FLSA Status: Exempt
Personnel Board Approved: 10/01/09 Bargaining Unit:
AFSCME 2325Council Approved: 07/20/10
Resolution No. 23,161
City of Compton
- Page 2 of 3
PRIMARY DUTIES AND RESPONSIBILITIES (Continued):
Coordinates Workers' Compensation program activities and services with those of other departments and outside agencies and organizations; provides staff assistance to the Risk Manager; prepares and presents staff reports and other necessary correspondence.
Keeps abreast of new trends and innovations in the fields of worker's compensation, disability retirement and pre-employment medical standards.
Represents the Department to other City departments, elected officials and outside agencies; explains and interprets departmental programs, policies and activities; investigates and resolves sensitive, significant, and controversial issues.
Prepares, reviews and approves the formal performance evaluation of department staff, and coaches staff for improvement and development; initiates disciplinary action up to and including dismissal as required to correct behavior.
Composes, reviews, edits and approves all reports including requests for Council action and weekly or monthly reports of departmental activity.
Attends and participates in professional group meetings; stays abreast of new trends and innovations in the field of risk management.
Performs related duties and responsibilities as assigned.
MINIMUM QUALIFICATIONS:
Education and Experience:
Possess from an accredited college or university in Business Administration, Public Administration or a related field; AND five (5) years progressively responsible experience in the administration of ; OR an equivalent combination of training and experience. Public sector and/or self-insured employer workers' compensation claims experience and supervisory experience are preferred.
Required Licenses or Certifications:
Must possess a valid California Class C Dri
Self- is desirable.
Required Knowledge of:
City organization, operations, policies and procedures.
City Code, City Ordinances, Standard Operating Manual, personnel policies and procedures, and applicable Memoranda of Understanding.
Federal, state and local laws, codes and regulations related to workers' compensation and disability retirement, including the State of California Labor and Government Codes and Cal-OSHA regulations.
Jurisdiction, functions and procedures of the Workers' Compensation Appeals Board (WCAB).
Medical and technical terminology used in industrial injury and illness cases.
Research methods and resources, including use of the Internet and report writing.
Personal computers and computer software packages related to database, spreadsheet and word- processing applications.
Principles and practices of organization, administration and personnel management.
Principles and practices of budget preparation and administration.
City of Compton
- Page 3 of 3
Required Skill in:
Researching, evaluating and recommending policies and programs to comply with state laws and regulations.
Understanding, interpreting, applying and explaining laws, codes, regulations, policies and procedures related to the Workers' Compensation program.
Developing and administering budgets and monitoring expenditures.
Supervising, leading, and delegating tasks and authority.
Operating a personal computer utilizing standard and specialized software.
Effective verbal and written communication.
Establishing and maintaining effective working relationships with staff, City departments, elected officials, outside agencies, and the general public.
Physical Demands / Work Environment:
Work is primarily performed in a standard office environment.
Work may be performed outdoors with time spent in moderate to high temperatures (above 90 degrees).
Work requires lifting, carrying, driving and on occasion climbing (up to 4 feet).
Moderate finger dexterity and near vision is required.
Work may involve exposure to wet surfaces, occasional loud noise and dust.
Workers’ Compensation Claims Administrator
GENERAL PURPOSE: Under the general direction of the Risk Manager, plans, organizes and directs the administration of the Workers' Compensation program providing continuing control, supervision and management of employee injury and illness cases; and performs other related duties.
SUPERVISION RECEIVED/EXERCISED: Works under the general direction of the Risk Manager, serves as Risk Manager in his/her absence, and exercises supervision over subordinate professional, technical and support personnel.
PRIMARY DUTIES AND RESPONSIBILITIES:
The following essential functions are those that are critical, integral, necessary, crucial, primary and fundamental to the job.
Incumbents who possess the requisite skill, experience, education, and other job-related requirements of a position are expected to perform the essential functions of the job with or without a reasonable accommodation.
The following duties ARE NOT intended to serve as a comprehensive list of all duties performed by all employees in this classification, only a representative summary of the primary duties and responsibilities. Incumbent(s) may not be required to perform all duties listed and may be required to perform additional, position-specific duties.
Plans, organizes, and directs the activities of staff involved in investigating, adjusting and processing of workers' compensation claims.
Coordinates the investigation of difficult, sensitive and/or complex claims, determines extent of liability and estimates settlement value of claims; recommends the settlement or denial of claims; makes adjustments and settles claims within assigned monetary authority level; and assesses facts and determines necessity for reporting claims to excess insurance carrier.
Secures reimbursement of costs where recovery rights exist.
Conducts audits and inspections of workers' compensation claims.
Assists in reviewing employee accident and injury reports to determine frequency and loss trends and recommends methods or procedures for mitigation.
Reviews and evaluates the results of pre-employment, annual and return-to-work medical examinations and makes appropriate recommendations.
Develops, establishes, updates and reviews medical examination policy standards; evaluates, interprets and applies laws regarding the physical examinations of potential employees in determining job suitability and fitness.
Monitors rehabilitation services and consults with physicians, service providers and department representatives to resolve claims including return-to-work and vocational rehabilitation plans, and disability retirement.
Prepares and administers the annual budget for the workers' compensation program.
Ensures compliance with rules and regulations governing Workers' Compensation benefits and self- insurance administration; reviews, evaluates, interprets and applies established law to Workers' Compensation and Safety Disability Retirement programs.
City of Compton
WORKERS’ COMPENSATION CLAIMS ADMINISTRATOR
Department: City Manager Class Code: 1553
Revised Date: April 2024 FLSA Status: Exempt
Personnel Board Approved: Bargaining Unit:
AFSCME 2325 Council Approved:
City of Compton
Workers’ Compensation Claims Administrator
Workers’ Compensation Claims Administrator - Page 2 of 3 PRIMARY DUTIES AND RESPONSIBILITIES (Continued):
Coordinates Workers' Compensation program activities and services with those of other departments and outside agencies and organizations; provides staff assistance to the Risk Manager; prepares and presents staff reports and other necessary correspondence.
Keeps abreast of new trends and innovations in the fields of worker's compensation, disability retirement and pre-employment medical standards.
Represents the Department to other City departments, elected officials and outside agencies; explains and interprets departmental programs, policies and activities; investigates and resolves sensitive, significant, and controversial issues.
Prepares, reviews and approves the formal performance evaluation of department staff, and coaches staff for improvement and development; initiates disciplinary action up to and including dismissal as required to correct behavior.
Composes, reviews, edits and approves all reports including requests for Council action and weekly or monthly reports of departmental activity.
Attends and participates in professional group meetings; stays abreast of new trends and innovations in the field of risk management.
Performs related duties and responsibilities as assigned.
MINIMUM QUALIFICATIONS:
Education and Experience:
Possession of a Bachelor’s degree from an accredited college or university in Business Administration, Public Administration or a related field; AND five (5) years progressively responsible experience in the administration of workers’ compensation claims; OR an equivalent combination of training and experience. Public sector and/or self-insured employer workers' compensation claims experience and supervisory experience are preferred.
Required Licenses or Certifications:
Must possess a valid California Class C Driver’s License.
Self-Insurance Administrator’s License is desirable
Required Knowledge of:
City organization, operations, policies and procedures.
City Code, City Ordinances, Standard Operating Manual, personnel policies and procedures, and applicable Memoranda of Understanding.
Federal, state and local laws, codes and regulations related to workers' compensation and disability retirement, including the State of California Labor and Government Codes and Cal-OSHA regulations.
Jurisdiction, functions and procedures of the Workers' Compensation Appeals Board (WCAB).
Medical and technical terminology used in industrial injury and illness cases.
Research methods and resources, including use of the Internet and report writing.
Personal computers and computer software packages related to database, spreadsheet and word- processing applications.
Principles and practices of organization, administration and personnel management.
Principles and practices of budget preparation and administration.
City of Compton
Workers’ Compensation Claims Administrator
Workers’ Compensation Claims Administrator - Page 3 of 3 Required Skill in:
Researching, evaluating and recommending policies and programs to comply with state laws and regulations.
Understanding, interpreting, applying and explaining laws, codes, regulations, policies and procedures related to the Workers' Compensation program.
Developing and administering budgets and monitoring expenditures.
Supervising, leading, and delegating tasks and authority.
Operating a personal computer utilizing standard and specialized software.
Effective verbal and written communication.
Establishing and maintaining effective working relationships with staff, City departments, elected officials, outside agencies, and the general public.
Physical Demands / Work Environment:
Work is primarily performed in a standard office environment.
Work may be performed outdoors with time spent in moderate to high temperatures (above 90 degrees).
Work requires lifting, carrying, driving and on occasion climbing (up to 4 feet).
Moderate finger dexterity and near vision is required.
Work may involve exposure to wet surfaces, occasional loud noise and dust.
November 19, 2024
TO: HONORABLE MAYOR AND COUNCIL MEMBERS
FROM: CITY MANAGER
SUBJECT: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON RESCINDING RESOLUTION NO. 25,677 AND AUTHORIZING THE CITY MANAGER TO ESTABLISH THE CITY’S PURCHASING CARD
ACCOUNTS THROUGH THE STATE OF CALIFORNIA’S CAL-CARD
PROGRAM TO BE UTILIZED SOLELY AND EXCLUSIVELY FOR
APPROVED CITY BUSINESS AND TO RECEIVE AND FILE THE CITY
PURCHASING CARD POLICY
SUMMARY
The attached resolution rescinds Resolution No. 25,677 which established a City of Compton corporate credit card account and authorizes the City Manager to establish the City’s purchasing card accounts through the State of California’s Cal-Card purchase card program to be utilized solely and exclusively for approved City business, and to receive and file the City Purchasing Card Policy.
BACKGROUND
On June 14, 2022, the City Council adopted Resolution No. 25,677 authorizing the City Manager to establish a corporate credit card account to conduct City business.
Per Resolution No. 25,677, the City Manager was authorized to reinstate a corporate credit card account, with a maximum credit limit of $50,000, to conduct City business that includes, but is not limited to, authorized travel expenses and emergency situations where the timely provision of equipment or supplies may be critical. During transition in the City Manager’s position, the corporate credit card account lapsed and was not reinstated by the Interim City Manager.
The City Manager is now seeking to implement the State of California’s Cal-Card purchase card program which provides commercial card services programs to state and publicly funded local agencies. Cal-Card is Visa purchase card provided by a State of California leveraged procurement agreement (LPA) and offered to participating state and local government agencies. Cal-Card provides a flexible payment mechanism for the acquisition of goods and services with flexible spending limits and merchant category codes (MCC) for each card. Cards are issued in the name of the cardholder and billed to the agency. All participating agencies must adhere to all procurement laws, regulations, policies, procedures and best practices as indicated in the Cal-Card Participating Addendum. Individual state and local agencies may establish additional internal policies, procedures and limitations for cardholders, which staff has prepared within the credit
6.6.6.6. Staff Report – Rescinding Resolution No. 25,677 and Authorizing City Manager To Establish Cal-Card Purchasing Card Program November 19, 2024, Page 2
policy for proper internal controls and measures. The Cal-Card program has all of the benefits of the Corporate credit card with the added overlay of public sector purchasing guidelines and customized restrictions for each cardholder. Further, the program and cardholder restrictions can be adjusted to address any issues as they arise. The City’s program administrator can manage restrictions, temporarily change credit limits and turn cards on and off as needed to address issues on a real-time basis, which is governed by the City Purchasing card policy (attached). The Cal-Card purchasing card program will initially be set up with a $25,000 credit limit for the City Manager since the Manager may need additional purchasing card authority due to a broader range of uses he may need to authorize on behalf of the City from time to time. For additional card holders, the limits will be $5,000 for Elected Officials, Assistant City Managers, and Department Directors.
For authorized Assistant Department Directors, the limit will be $2,500. For authorized Supervisors and the City Manager’s Executive Secretary, the limit will be $1,000.
Additional cardholders may be added to the program or cardholders removed from the program as warranted. All cardholders will receive training regarding proper utilization of the Cal-Card program prior to dissemination of the purchasing cards. Additionally, written acknowledgement of training attendance will be collected before cards are distributed to card-holders.
For elected officials, use of the purchasing card shall be restricted to travel and training use only. When the elected official is not attending a scheduled travel or training function, the Cal-Card shall be maintained in the possession of the designated Cal-Card Account Manager for safekeeping purposes.
The Cal-Card purchasing card program is not intended to replace any of the City’s purchasing policy or regulations, but rather augment the purchasing practices by creating efficiencies within the system. The Cal-Card program has robust internal controls in place that may go beyond what is required by the City. The City has the flexibility to tailor the program to the City’s needs. The Cal-Card program is widely used by state and local agencies throughout the state to create efficiencies in the procurement processes for common or small dollar purchasing transactions.
STATEMENT OF THE ISSUE
Currently, on numerous occasions, City employees have needed to use their personal credit cards to transact City business for a variety of purposes and then seek reimbursement. The Cal-Card purchasing card program will negate those problems. The use of the City’s Cal-Card purchasing card may not be limited to travel and emergency situations, but, may include from time to time, all aspects of City business activity wherein the use of a credit card is necessary to efficiently transact the City’s business. Further, to ensure that there will be no disruption in service, the Cal-Card is set up on auto pay.
Activity reconciliations are performed monthly. The prior resolution number 25677 authorized a purchasing authority and credit card single transaction limit of $25,000. It also established a monthly spending limit of $50,000. The Cal-Card program is being established with a monthly spending limit of $25,000.
Staff Report – Rescinding Resolution No. 25,677 and Authorizing City Manager To Establish Cal-Card Purchasing Card Program November 19, 2024, Page 2
FISCAL IMPACT
The fiscal impact resulting from the utilization of the Cal-Card purchasing card will depend upon how the card is used. The intended use is for authorized travel and small purchases to augment and create efficiencies within the purchasing procedures. A $25,000 monthly spending limit and individual card limits are set to limit utilization. All purchases made with the purchasing card are limited to preauthorized activity utilizing budgeted appropriations.
RECOMMENDATION
The City Manager’s Office recommends that City Council adopt the attached resolution rescinding Resolution No. 25,677 and authorizing the City Manager to do all things necessary to establish a purchasing card program through the State of California’s Cal- Card program to be utilized solely and exclusively for approved City business.
WILLIE A. HOPKINS
CITY MANAGER
Attachments
RESOLUTION NO.___________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON RESCINDING RESOLUTION NO. 25,677 AND AUTHORIZING THE CITY MANAGER TO ESTABLISH THE CITY’S PURCHASING CARD
ACCOUNTS THROUGH THE STATE OF CALIFORNIA’S CAL-CARD
PROGRAM TO BE UTILIZED SOLELY AND EXCLUSIVELY FOR
APPROVED CITY BUSINESS AND TO RECEIVE AND FILE THE CITY
PURCHASING CARD POLICY
WHEREAS, on June 14, 2022, the City Council adopted Resolution No. 25,677 authorizing the City Manager to establish a corporate credit card account to conduct City business; and
WHEREAS, per Resolution no. 25,677, use of a corporate credit card account was authorized for the transaction of City Business. Specifically, the City Manager was authorized to use the City’s corporate credit card account, with a maximum credit limit of $50,000, to conduct City business which included, but was not limited to, authorized travel expenses and emergency situations when the timely provision of equipment or supplies may be critical; and
WHEREAS, the City Manager seeks to establish a purchasing card program utilizing the State of California’s Cal-Card program offered to state and publicly funded agencies through a leveraged purchase agreement. Under this proposed program, the single transaction limit established for the City Manager of $25,000, or lower limits for additional cardholders, would not require adoption by a separate resolution of the City Council; and
WHEREAS, the Cal-Card program provides a flexible payment mechanism for the acquisition of goods and services with flexible spending limits and merchant category codes for each card. Additionally, the program is established utilizing autopay and participating agencies must adhere to all procurement laws, regulations, policies, procedures and best practices as indicated in the Cal-Card Participating Addendum; and WHEREAS, the Cal-Card program is not intended to replace any of the City’s purchasing policies or regulations, but rather augment the purchasing practices by creating efficiencies within the system; and
WHEREAS, staff has deemed that an initial monthly spending limit of $25,000 is reasonable, based upon estimated usage at this time, which may be adjusted within current purchasing policy spending limits based upon need and clarifies that the spending limit was approved at $50,000 when presented previously in Resolution 25,677; and WHEREAS, the City Manager requires City Council authorization to re-establish the City’s corporate credit card account to be utilized solely and exclusively for approved City business.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COMPTON RESOLVES AS FOLLOWS:
SECTION 1. That resolution No. 25,677 is hereby rescinded.
SECTION 2. That the City Manager is hereby authorized to establish the City of Compton’s purchase card program through the State of California’s Cal-Card program and do all things necessary to implement the program which is to be utilized solely and exclusively for approved City business.
SECTION 3. That funds for these expenditures are limited to a maximum single purchase transaction of $25,000 and all procurement laws, regulations, policies and procedures as indicated in the Cal-Card Participating Addendum are to be adhered to, Resolution No. ___________