Agenda packet — Oxnard City Council, December 20, 2022 (part 1 of 3)

Written materials relating to an item on this agenda that are distributed to the legislative bodies within 72 hours before the item is to be considered at its regularly scheduled meeting will be made available for public inspection at the City Clerk’s Office, 300 West Third Street 4th Floor during customary business hours. Agenda reports are also on the City of Oxnard web site at www.oxnard.org.

In compliance with the Americans with Disabilities Act, if you require special assistance to participate in a meeting, please contact the City Clerk’s Office at 385-7803. Notice at least 72 hours prior to the meeting will enable the City to reasonably arrange for your accessibility to the meeting.

Agenda Item Time Estimates include: (Minutes for Presentation + Council Discussion + Public Comment) AGENDA

OXNARD CITY COUNCIL
OXN

ARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY

OXNARD FINANCING AUTHORITY

OXNARD HOUSING AUTHORITY
Meeting Location: Council Chambers, 305 West Third Street December 20, 2022
Closed Session 4:30 PM
Regular Meeting - 5:00 PM
Zoom details to call-in for public comment during a meeting:

1. Dial Phone Number: (888) 475-4499

2. Enter Meeting ID: 822 0026 0470

3. Passcode: 728221
If you wish to speak during public comments or a particular item on the agenda, please sign-on by following the zoom call in steps listed above. Once the presiding officer calls for public speakers, press *9 to raise your hand to inform the City Clerk you would like to speak during the public speaking section for that particular item on the agenda, while in the zoom waiting room.

IN ACCORDANCE WITH ASSEMBLY BILL 361 AND IN RESPONSE TO THE DECLARED STATE AND

LOCAL EMERGENCIES DUE TO THE NOVEL CORONAVIRUS, THE LEGISLATIVE BODY WILL MEET IN- PERSON AND REMOTELY. TO PARTICIPATE REMOTELY VISIT WWW.OXNARD.ORG.

To find out how you may provide public comment, please refer to the instructions below or at www.https://www.oxnard.org/city-meetings/.

The public may view the meeting from home on Spectrum channel 10, Frontier channel 35, or YouTube at Youtube.com/oxnardnews.

Video
recordings of the meeting are typically available online following the meeting at the City’s website at www.oxnard.org/city- meetings.
*Please see the link for the Measure M pre-recorded presentation video for each item listed on this agenda.

YOU MAY PARTICIPATE IN THE MEETING IN THE FOLLOWING WAYS:

1. ATTEND THE MEETING AT THE LOCATION LISTED ABOVE: Submit a speaker card to the City Clerk.

2. EMAIL COMMENTS OR SIGN UP TO SPEAK REMOTELY BEFORE THE MEETING a. Submit a request to speak remotely by no later than 3 p.m. on the day of the meeting by using the form available at www.oxnard.org/citymeetings.
b. Submit an email to [email protected] no later than 3 p.m. on the day of the meeting (indicate the agenda item number in the subject line). All email correspondence will be forwarded to the legislative body prior to the start of the meeting and made part of the legislative record.
c. Contact the City Clerk’s Office at (805) 385-7803 to submit your request. 1 AMENDED AGENDA
Closed Session Item C.1 – Added
Consent Item K.2 - Revised

OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY

OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 2

3. PROVIDING PUBLIC COMMENTS REMOTELY DURING THE MEETING

a. To provide public comment during the meeting dial (888) 475-4499 and enter the Meeting ID and Passcode listed above as the Zoom details for this meeting. When the presiding officer announces the particular item on the agenda you want to speak on, press *9 to raise your hand while in the zoom waiting room. Once called on, press *6 to unmute your phone.
b. Public comments on agenda items will be taken following the announcement of the item. After the item is announced, members of the public may register or otherwise be recognized for the purpose of providing public comment.

Please review the Zoom instructions on the registration page to help ensure there are no technical difficulties during your comments and help you understand public comment procedures using Zoom. Detailed participation instructions can be found at www.oxnard.org/city-meetings.

In the event of a disruption which prevents a legislative body of the City of Oxnard from broadcasting a meeting using a call- in option or internet-based service option, or in the event of a disruption within the City’s control which prevents members of the public from offering public comment using the call-in option or internet-based service option, the legislative body shall take no further action on items appearing on a meeting agenda until public access to the meeting via the call-in option or internet-based service option is restored. However, if any of the broadcast options are disrupted, but any of the other broadcast options is still available to the public, the legislative body may take further action on items appearing on a meeting agenda without waiting for the disrupted broadcast option(s) to be restored.

* The City has filed pre-election and post-election lawsuits regarding the validity of Measure M.

A. ROLL CALL, POSTING OF AGENDA
THE FOLLOWING LEGISLATIVE BODIES ARE MEETING: City Council

B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS

C. CLOSED SESSION (4:30 PM)

1. CONFERENCE WITH LEGAL COUNSEL — EXISTING LITIGATION (Government Code Section 54956.9(d)(1))
Name of case: Moving Oxnard Forward, Inc.; et al. v. City of Oxnard Ventura County Superior Court Case No. 56-2021-00557585-CU-WM-VTA Legislative Body: City Council

D. OPENING CEREMONIES (5:00 PM)
Pledge of allegiance to the flag of the United States.

E. CEREMONIAL ITEMS

1. SUBJECT: Presentation of a Resolution Commending Karl Lawson for Thirty-Three Years of Exemplary Service to the City of Oxnard. (15 minutes)

2. SUBJECT: Presentation of a Commendation to Oxnard College Men's Soccer Team for Winning the California State Championship Title. (15 minutes)

3. SUBJECT: Declare Results of the Canvass of Returns of the November 8, 2022 General Municipal Election and Administer the Oath of Office. (60 minutes)

F. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
A person may address the legislative body only on matters not appearing on the agenda and within the 2 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY

OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 3
subject matter jurisdiction of the legislative body. Speaker requests shall be submitted as set forth on the first page of this agenda. Speakers are limited to three minutes. After 30 minutes, if all speakers have not had the opportunity to speak, the remaining speakers will be given an opportunity to speak prior to adjournment of the meeting. The legislative body cannot enter into a detailed discussion or take action on any items presented during public comments at this time. Such items may only be referred to the City Manager/Executive Director/Secretary for administrative action or scheduled on a subsequent agenda for discussion. Persons wishing to speak on public hearing items should do so at the time of the hearing.

G. REPORT OF CITY MANAGER/EXECUTIVE DIRECTOR/SECRETARY

The City Manager/Executive Director/Secretary shall report on items of interest to the legislative body occurring since the last meeting. The legislative body cannot enter into detailed discussion or take action on any item presented during this report. Such items may only be referred to the City Manager/Executive Director/Secretary for administrative action or scheduled on a subsequent agenda for discussion.

H. CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR AGENCY/FINANCING AUTHORITY

BUSINESS/COMMITTEE REPORTS

At this time, a member of the legislative body may make a brief announcement, or make a brief report on his or her activities. Further, members of the legislative body may request to schedule consideration of whether to place an item on a future agenda. The legislative body cannot enter into detailed discussion or take action on any item presented during this report. The member's report shall not exceed three minutes, unless additional time is granted by the presiding officer.

1. City Manager Department
SUBJECT: Appointment of Councilmembers to Serve on Various Boards, Commissions, and Committees to replace Councilmember Lopez. (5 minutes)

RECOMMENDATION: 1. That the Mayor, with the approval of the City Council, appoint members and alternates from the City to the:

a) Beach Erosion Authority for Control of Operations & Nourishment (one primary); b) Clean Power Alliance Board of Directors (one alternate); c) Economic Development Collaborative - Ventura County (one primary); d) Regional Defense Partnership for the 21st Century (one primary); e) Ventura County Regional Energy Alliance (one alternate); and

2. That the City Council, as a whole, appoint one Councilmember to the Oxnard Airport Authority.

Legislative Body: City Council
Contact: Alexander Nguyen, (805) 385-7430
I. REVIEW OF INFORMATION/CONSENT AGENDA
The members of the legislative body will consider whether to remove Information/Consent Agenda items for discussion later during the meeting.

J. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA
At this time, a person may address the legislative body only on matters appearing on the information/consent agenda. The presiding officer shall limit public comments to three minutes.

K. INFORMATION/CONSENT AGENDA
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OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 4

1. City Clerk Department
SUBJECT: Approval of Minutes.

RECOMMENDATION: That the City Council approve the minutes of the November 15, 2022 regular meetings as presented.

Legislative Body: City Council
Contact: Rose Chaparro, (805) 385-7805

2. Public Works Department
SUBJECT: Adoption of Ordinance No. 3019 Amending Chapter 22, Article VIII of the Oxnard City Code Regarding Water Waste (Non-Urgency).

RECOMMENDATION: That the City Council adopt Ordinance No. 3019 amending certain sections of Article VIII of Chapter 22 of the Oxnard City Code and implementing water conservation measures that is entitled: “AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OXNARD AMENDING CHAPTER 22, ARTICLE VIII OF THE OXNARD CITY

CODE TO COMPLY WITH AND ENFORCE EMERGENCY DROUGHT-RELATED WATER USE RESTRICTIONS”; and find Ordinance No. 3019 is not subject to the California Environmental Quality Act pursuant to California Code of Regulations, Title 14, Chapter 3, sections> 15060(c)(2), 15050(c)(3) and 15601(b)(3).

(This item did not originate in Committee.)
Legislative Body: City Council
Contact: Stephen Fischer, (805) 385-7483

3. Public Works Department
SUBJECT: Adoption of Ordinance No. 3020 Amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code.

RECOMMENDATION: That the City Council adopt the 2022 Speed Limit Ordinance No. 3020 amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code, which is entitled:

"ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OXNARD AMENDING SPEED LIMITS".

(Public Works and Transportation Committee approved 2-0.) Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

4. Public Works Department
SUBJECT: Sewer Use Agreement A-8503 between City of Oxnard and Channel Islands Beach Community Services District.

RECOMMENDATION: That the City Council approve and authorize an Agreement with Channel Islands Beach Community Services District, for a ten-year term ending December 31, 2033, for a new Sewer Use Agreement (SUA).

(This item is not subject to the California Environmental Quality Act pursuant to Public Resources Code section 21080(b)(1) in conjunction with title 14 of the California Code of Regulations section 15268.)

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OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 5
(Public Works and Transportation Committee approved 2-0.) Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

5. Public Works Department
SUBJECT: Professional Services Agreement No. 32300020 with Raftelis Financial Consultants, Inc. for a Wastewater and Environmental Resources Rate Study.

RECOMMENDATION: That the City Council approve and authorize a Professional Services Agreement with Raftelis Financial Consultants, Inc. (Raftelis), in the amount not to exceed $275,000 for a term ending June 30, 2024, for a cost of service analysis and rate study for the Wastewater and Environmental Resources Divisions.

(Public Works and Transportation Committee approved 2-0.) Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

6. Police Department
SUBJECT: Phoenix Group Information Systems Agreement (A-8504).

RECOMMENDATION: That the City Council approve and authorize the Mayor to sign an agreement with Phoenix Group Information Services ("Phoenix Group"), for three (3) years, with a total agreement amount not to exceed $810,000, for parking citation processing, administrative citation processing, and security alarm licensing management services.

(Community Services, Public Safety, and Housing & Development Committee approved 3-0.) Legislative Body: City Council
Contact: Jason Benites, (805) 385-7624

7. Police Department
SUBJECT: Third Amendment to the Professional Services Agreement 8463-18-PO with Phoenix Group Information Services for Parking and Administrative Citations Services.

RECOMMENDATION: That the City Council approve and authorize the execution of the Third Amendment to the Professional Services Agreement with Phoenix Group Information Services ("Phoenix Group"), to increase the not to exceed amount from $610,000 to $660,000 and to extend the term to December 31, 2022.

Legislative Body: City Council
Contact: Jason Benites, (805) 385-7624

8. Fire Department
SUBJECT: Approval for Purchase of Eight (8) Utility Vehicles.

RECOMMENDATION: That the City Council authorize and approve replacing aged-out utility vehicles with modern Ford F-Series pickup trucks at an estimated average cost of $84,000 per unit; $672,000 for eight (8) units (with approval of upfitting the vehicles to be brought to Council at a future meeting) to continue meeting the Fire department's mission for the City of Oxnard.

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OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 6
(Finance and Governance Committee approved 3-0.)
Legislative Body: City Council
Contact: Alexander Hamilton, (805) 385-7700

9. Fire Department
SUBJECT: Professional Services Agreement No. 32300171 with On Duty Health, PLLC for Fire Department Annual Wellness Exams.

RECOMMENDATION: That the City Council authorize approval of Agreement No. 32300171 with On Duty Health, PLLC to provide annual wellness exams for the Fire Department in the amount of $98,280 per year for three years for a total not to exceed amount of $294,840.

Legislative Body: City Council
Contact: Alexander Hamilton, (805) 385-7700
L. REPORTS

1. Human Resources Department
SUBJECT: Approval of Memorandum of Understanding with the International Association of Firefighters. (30 minutes)

RECOMMENDATION: That the City Council of the City of Oxnard adopt the Resolution approving the successor Memorandum of Understanding between the City of Oxnard and the International Association of Firefighters and authorizing the City Manager or designee to take the necessary administrative actions to implement the agreement.

(This item did not originate in Committee.)

Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/HgyWqhR7EZk
Legislative Body: City Council
Contact: Steve Naveau, (805) 385-7947

2. Public Works Department

SUBJECT: Construction Agreement 32300045 with GMZ Engineering, Inc. for the Mandalay Bay Bridge and the Edison Canal Bridge, and the First Amendment to the engineering Agreement A- 8141 with Dokken Engineering for the Mandalay Bay Bridge and Edison Canal Bridge, Specification No. PW 18-61. (10 Minutes)

RECOMMENDATION: That the City Council approve and authorize the following for a total of $5,587,808 in Project funds for the Mandalay Bay Bridge and Edison Canal Bridge:

1. Execute an Agreement for construction with GMZ Engineering, Inc. in an amount not to exceed $4,407,468 for the Projects; and

2. Authorize a Project contingency amount of $660,000 with GMZ Engineering, Inc. for a total not to exceed contract value of $5,067,468 for the Projects;

3. Execute a First Amendment to an Agreement with Dokken Engineering to increase the not to exceed amount from $201,914 to $293,494 for engineering services during construction.

4. Authorize a Project allocation amount of $428,760 for Project management, Construction management, and inspection for the Projects.

5. Authorize a budget appropriation of $940,936 from the Capital Outlay Fund 301 to fully fund the Mandalay Bay Bridge project; and
6 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY

OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 7

6. Authorize the Finance Director or designee to recognize future grant funding of $4,946,886, and approve administrative budget appropriation transfers of available balances between projects 133113 and 133114 for the use of these Projects in the total amount not to exceed $5,587,808.

(This item is categorically exempt from the California Environmental Quality Act pursuant to Title 14 of the California Code of Regulations section 15301(c)).

(This item did not originate in Committee as this is a capital improvement project specifically listed in the City's Capital Improvement Program budget, which was previously approved by the City Council.)

Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/Y7reOwDCLMg
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

3. Public Works Department
SUBJECT: Water Cost of Service Report. (10 minutes)

RECOMMENDATION: That the City Council receive and file the Water Cost of Service Report.

(This item is categorically exempt from the California Environmental Quality Act pursuant to Title 14 of the California Code of Regulations section 15306).

(Public Works and Transportation Committee approved 2-0.)

Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/geCImC-lUC8
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

4. Public Works Department
SUBJECT: Agreement 32300052 with Garcia’s Landscaping Maintenance, Inc. for On-Call Grid Pruning Services, Specification No. PW 23-38. (10 Minutes)

RECOMMENDATION: That the City Council approve and authorize an Agreement with Garcia’s Landscaping Maintenance, Inc. in the amount not to exceed $4,000,000 for a three-year term for On-Call Grid Pruning Services, Specification No. PW 23-38.

(This item is categorically exempt from the California Environmental Quality Act pursuant to title 14 of the California Code of Regulations section 15301(h)).

(Public Works and Transportation Committee approved 2-0.)

Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/EcTasfcD8no
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

5. Public Works Department
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OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 8
SUBJECT: Agreement 32300084 with Garcia’s Landscaping Maintenance, Inc. for On-Call Tree Maintenance Services, Specification No. PW 23-39. (10 minutes)

RECOMMENDATION: That the City Council approve and authorize an Agreement with Garcia’s Landscaping Maintenance, Inc. in the amount not to exceed $4,000,000 for a three year term for On-Call Tree Maintenance Services.

(This item is categorically exempt from the California Environmental Quality Act pursuant to Title 14 California Code of Regulations section 15301(h)).

(Public Works and Transportation Committee approved 2-0.)

Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/9wcK3fJ294E
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055

6. Finance Department

SUBJECT: Authorize Equipment Lease Schedule No. 27 to Finance the Purchase of a Fire Ladder Truck and to Finance the Purchase and Upfitting of Eight (8) Fire Battalion Chief Vehicle Chassis. (10 minutes)

RECOMMENDATION: That the City Council adopt a resolution authorizing the execution and delivery of Schedules of Property to the Master Equipment Lease/Purchase Agreement not to exceed $3,450,000 for a ladder fire truck and the purchase and subsequent upfitting of chassis for battalion chief command vehicles; authorizing the execution and delivery of other documents required in connection therewith; and authorizing the taking of all other actions necessary to the consummation of the transactions contemplated by this resolution.

Presentation will be live upon Consultant's request.

Legislative Body: City Council
Contact: Betsy George, (805) 200-5400

7. Fire Department
SUBJECT: Purchase Order for a Ladder Truck. (10 minutes)

RECOMMENDATION: That the City Council authorize approval of a purchase order for a tractor drawn aerial ladder truck (ladder truck) from South Coast Emergency Fire Equipment in the amount of $1,776,923.96.

(Finance and Governance Committee approved 3-0.)

Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/DzWeE0SHJns
Legislative Body: City Council
Contact: Alexander Hamilton, (805) 385-7700

8. Fire Department
SUBJECT: Purchase Order for Upfitting 8 Command Vehicles. (10 minutes) RECOMMENDATION: That the City Council:

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OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY December 20, 2022 PAGE 9
1) Approve and authorize the execution of a purchase order with National Auto Fleet in the amount of $1,053,108.82 for the upfitting of eight (8) Battalion Chief Command vehicles by 911 Vehicles; and

2) Authorize a budget appropriation recognizing revenue from the proposed equipment financing and appropriating $490,656.58 to the Lease Purchase Equipment Fund (313) and the corresponding Capital Outlay Fund (301, Project C2203 - Command Vehicles-8).

(Finance and Governance Committee approved 3-0.)

Please click the following link to view the required Measure M pre-recorded presentation video:
https://youtu.be/qYigrq9VF10
Legislative Body: City Council
Contact: Alexander Hamilton, (805) 385-7700
M. ADJOURNMENT

9 CITY COUNCIL OF THE CITY OF OXNARD
RESOLUTION NO. ________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OXNARD COMMENDING

KARL LAWSON FOR OVER THIRTY-THREE YEARS OF OUTSTANDING SERVICE TO

THE CITY OF OXNARD

WHEREAS, Karl Lawson has given over 33 years of outstanding service to the City of Oxnard as a member of the Oxnard Housing Department.

WHEREAS, Karl Lawson began his career with the City of Oxnard after working with the United Farm Workers as an organizer and contract administrator from 1978 – 1989. Karl joined the City of Oxnard as a temporary Senior Community Relations Specialist as part of the 1990 Census effort to increase the historically undercounted non -English speaking population .

He built a team that increased the final Census count by 10.5% above the Census Bureau’s and state’s pre-census projections.

WHEREAS, in 1991 Karl was hired on permanently as the Compliance Service Manager, a position he has held for th e past 31 years. Karl’s primary duties included administering the Mobile Home Park Rent Stabilization Program, acting as the City’s Fair Housing Officer and even serving as the first designated Americans with Disabilities Act Coordinator for the City of Oxnard.

WHEREAS, one of Karl’s most significant achievements as the Compliance Services Manager was in 1998 -1999, working on the Rent Stabilization Ordinance Review Task Force and brokering a successful agreement between 3000 mobile homeowners and the owners of 22 mobile home parks, which ended years of litigation and resulted in mutual agreement of a strong mobile home rent stabilization ordinance which has helped to maintain housing affordability for a sector which makes up 10% of the City’s homeowners.

WHEREAS, in the mid -1990s, Karl Lawson was designated to serve as Hearing Office r for citizen appeals to traffic and code violations, civil citations, business license and tax appeals and tenant appeals of Oxnard Housing Authority actions. Karl has issued decisions in over 250 appeal hearings.

WHEREAS, Karl Lawson was responsible for a variety of City programs, primarily in the Housing Department, including serving as Housing Authority Programs Manager from 2008- 2009; Affordable Housing and Rehabilitation Program Manager from 2011 to 2015; Homeless Programs Manager from 2014-2019, during which time he established, operated and managed the City’s first 24 -hour per day/seven -day per week shelter, from its inception as the sole staff person until the operation was fully staffed , and turned over to an outside firm. 10 WHEREAS, Karl Lawson serv ed as a staff support and city liaison to various Citizen Advisory Groups, including the Mobile Home Park Rent Review Board, The Housing Authority Resident Advisory Board, the ADA Community Task Force, and the Community Relations Commission.

WHEREAS, Karl Lawson was honored by the Oxnard Community Relations Commission as Outstanding Individual of 1990 and received El Concilio del Condado de Ventura’s Latino Leadership Award for Community Service in 2002.

WHEREAS, Karl Lawson has sought to be responsive to citizens, fellow employees, City management, and elected officials in an open, straightforward, culturally -appropriate, and transparent manner throughout his 33 years of service to the City of Oxnard.

NOW, THEREFORE, the City Council of the City of Oxnard resolves: to commend, recognize, and extend its gratitude to Karl Lawson for over 33 years of dedicated service to the City of Oxnard. The City of Oxnard offers its best wishes as he embarks on this new journey.

PASSED AND ADOPTED THIS 20th day of December, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
________________________________
John C. Zaragoza, Mayor
ATTEST:

___________________________________
Rose Chaparro, City Clerk

APPROVED AS TO FORM:

___________________________________
Stephen M. Fischer, City Attorney
11 CITY COUNCIL AGENDA REPORT

CEREMONIAL ITEMS
AGENDA ITEM NO. E.3

DATE: December 20, 2022

TO: City Council

FROM: Rose Chaparro, City Clerk, (805) 385-7805, [email protected]

SUBJECT: Declare Results of the Canvass of Returns of the November 8, 2022 General Municipal Election and Administer the Oath of Office. (60 minutes)

RECOMMENDATION

That the City Council:

1. Adopt a resolution declaring the results of the canvass of returns of the November 8, 2022 General Municipal Election in the City of Oxnard; and

2. Authorize the City Clerk to administer the oath of office to the newly re-elected officers, Gabriela Basua, Bert E.

Perello, and Gabriel Teran, followed by remarks from the Councilmembers.

BACKGROUND

The City Council adopted the following resolutions in preparation for the November 8, 2022 election:

- Resolution No. 15,600 (June 30, 2022) – calling and giving notice of the Municipal General Election of City Council Districts 1, 2, and 5 and consolidating the election with the County of Ventura;

- Resolution No. 15,575 (May 17, 2022) – to authorize an election to be held on November 8, 2022 to consider the adoption of a Measure titled "Term Limits for the Mayor and Councilmembers; extension of Mayor's Term from two years to four years starting in 2022" (“Measure C”);

The final official canvass shows that Bert E. Perello was the successful candidate for Council District 1, Gabriel Teran for Council District 2, and Gabriela Basua for Council District 5. Measure "C" was approved by the requisite majority of votes cast.

The County Clerk certified the election on December 8, 2022 and the Board of Supervisors is anticipated to approve the results at its December 13, 2022 meeting.

The Certificates of Election Results are attached to the proposed resolution.

STRATEGIC PRIORITIES

This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.

FINANCIAL IMPACT

12 Adoption of the resolution carries no fiscal impact. Final costs for the General Election have not yet been fully calculated.

COMMITTEE OUTCOME

This item did not originate in Committee.

Prepared by: Rose Chaparro, City Clerk

ATTACHMENTS

1. Resolution Certifying Nov 2022 General Municipal Election.v2

2. Exhibit A Certificate of the County Clerk General Municipal Election November 8, 2022 - Districts 1, 2, & 5 Received 12 08 2022

3. Exhibit B Certificate of the County Clerk General Municipal Election November 8, 2022 - Term Limits Measure C Received 12 08 2022
13 CITY COUNCIL OF THE CITY OF OXNARD
RESOLUTION NO. ____________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OXNARD

DECLARING THE RESULTS OF THE CANVASS OF THE GENERAL

ELECTION RETURNS FROM THE GENERAL MUNICIPAL ELECTION
HELD ON NOVEMBER 8, 2022
WHEREAS, the City Council of the City of Oxnard called for a General Municipal Election in the City of Oxnard on November 8, 2022, to elect a Councilmember for Council District 1 for a term of four years; to elect a Councilmember for Council District 2 for a term of four years; and to elect a Councilmember for Council District 5 for a term of four years; and WHEREAS, the City Council of the City of Oxnard called for an election of one ballot measure (Measure C) for the November 8, 2022 General Municipal Election; and WHEREAS, notice of the General Municipal Election was duly given in the time, form, and manner provided by law, and the General Municipal Election was held on the above date, and the votes cast were canvassed and the returns thereof made at the time and in the manner and form provided by law; and
WHEREAS, on this 20th day of December, 2022, the City Council duly assembled at its usual place of meeting and received the certification of the election from the County Clerk.

NOW, THEREFORE, the City Council of the City of Oxnard does hereby resolve:

1. That a General Municipal Election was held on November 8, 2022, and that the Vote By Mail and in-person ballots cast were duly canvassed in the form and in the manner required by law.

2. That this City Council has reviewed the canvass of the returns of the election and from the returns it appears, and this City Council finds, that the whole number of votes cast in the City of Oxnard in the election, the names of the persons voted for and for what office each person was voted for, the number of votes cast for each person, and the total number of votes given to each measure, are as shown on Exhibits “A” and “B”, attached hereto and incorporated herein by this reference.

3. That Bert E. Perello received the highest number of votes for the office of Councilmember for Council District 1 and is hereby declared to be elected.

4. That Gabriel Teran received the highest number of votes for the office of Councilmember for Council District 2 and is hereby declared to be elected.

5. That Gabriela Basua received the highest number of votes for the office of Councilmember for Council District 5 and is hereby declared to be elected.

6. That more than 50% of the votes cast for Measure C were in favor of the measure and it is hereby declared to be passed.
14 PASSED AND ADOPTED this 20th day of December, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________
John C. Zaragoza, Mayor
ATTEST: APPROVED AS TO FORM:
___________________________ ____________________________ Rose Chaparro, City Clerk Stephen M. Fischer, City Attorney 15 OFFICIAL

CERTIFICATE OF THE COUNTY CLERK
(Elections Code Sections 15372 (a) and 10264)

City of Oxnard, District 1
General Municipal Election
November 8, 2022

I, MARK A. LUNN, Clerk-Recorder, Registrar of Voters of the County of Ventura, State of California, do hereby certify that the attached is a true and correct Canvass of the Votes Cast for all the candidates for the one office of Member of the City Council, District 1 at the City of Oxnard General Municipal Election consolidated with the General Election held on November 8, 2022.

I further certify that the total b allots cast at the City of Oxnard, District 1 General Municipal Election are as follows:

VOTE CENTER VOTE BY MAIL TOTAL

BALLOTS CAST BALLOTS CAST BALLOTS CAST

1,209 10,784 11,993

I further certify that the total votes cast for the one office of Member of the City Council, District 1 are as follows:

MEMBER OF THE VOTE CENTER VOTE BY MAIL TOTAL

CITY COUNCIL VOTE VOTE VOTE

CHRISTOPHER P. AREVALO 187 1,543 1,730 DOUGLAS DEAN PARTELLO 303 2,240 2,543 BERT E. PERELLO 362 4,391 4,753 EDUARDO Q. HUERTA 163 928 1,091

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this 8th day of December 2022.

___________________________
MARK A. LUNN, CERA, REO
Clerk-Recorder, Registrar of Voters
County of Ventura

16 OFFICIAL

CERTIFICATE OF THE COUNTY CLERK
(Elections Code Sections 15372 (a) and 10264)

City of Oxnard, District 2
General Municipal Election
November 8, 2022

I, MARK A. LUNN, Clerk-Recorder, Registrar of Voters of the County of Ventura, State of California, do hereby certify that the attached is a true and correct Canvass of the Votes Cast for all the candidates for the one office of Member of the City Council, District 2 at the City of Oxnard General Municipal Election consolidated with the General Election held on November 8, 2022.

I further certify that the total ba llots cast at the City of Oxnard, District 2 General Municipal Election are as follows:

VOTE CENTER VOTE BY MAIL TOTAL

BALLOTS CAST BALLOTS CAST BALLOTS CAST

650 5,706 6,356

I further certify that the total votes cast for the one office of Member of City Council, District 2 are as follows:

MEMBER OF THE VOTE CENTER VOTE BY MAIL TOTAL

CITY COUNCIL VOTE VOTE VOTE

GABRIEL TERAN 323 3,321 3,644 TAI HARTLEY 248 1,728 1,976

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this 8th day of December 2022.

___________________________
MARK A. LUNN, CERA, REO
Clerk-Recorder, Registrar of Voters
County of Ventura

17 OFFICIAL

CERTIFICATE OF THE COUNTY CLERK
(Elections Code Sections 15372 (a) and 10264)

City of Oxnard, District 5
General Municipal Election
November 8, 2022

I, MARK A. LUNN, Clerk-Recorder, Registrar of Voters of the County of Ventura, State of California, do hereby certify that the attached is a true and correct Canvass of the Votes Cast for all the candidates for the one office of Member of City Council, District 5 at the City of Oxnard General Municipal Election consolidated with the General Election held on November 8, 2022.

I further certify that the total ballots c ast at the City of Oxnard, District 5 General Municipal Election are as follows:

VOTE CENTER VOTE BY MAIL TOTAL

BALLOTS CAST BALLOTS CAST BALLOTS CAST

445 4,184 4,629

I further certify that the total votes cast for t he one office o f Member of City Council, District 5 are as follows:

MEMBER OF THE VOTE CENTER VOTE BY MAIL TOTAL

CITY COUNCIL VOTE VOTE VOTE

GABRIELA BASUA 168 2 ,169 2,337
ARMANDO PIÑA 104 824 928
LAWRENCE PAUL STEIN 124 860 984

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this 8th day of December 2022.

___________________________
MARK A. LUNN, CERA, REO
Clerk-Recorder, Registrar of Voters
County of Ventura

18 OFFICIAL

CERTIFICATE OF THE COUNTY CLERK
(Elections Code Sections 15372 (a) and 10264)

City of Oxnard
Term Limits Election
Measure “C”

November 8, 2022

I, MARK A. LUNN, Clerk-Recorder, Registrar of Voters of the County of Ventura, State of California, do hereby certify that the following is a true and correct Canvass of the Ballots Cast for and against Measure "C" for the City of Oxnard Term Limits Election consolidated with the General Election held on November 8, 2022.

I certify that the total ballots cast at the City of Oxnard Term Limits Election are as follows:

VOTE CENTER VOTE BY MAIL TOTAL

BALLOTS CAST BALLOTS CAST BALLOTS CAST

3,607 32,842 36,449

I further certify that the total votes cast on Measure "C" are as follows:

VOTE CENTER VOTE BY MAIL TOTAL MEASURE "C" VOTE VOTE VOTE

YES 1,942 17,130 19,072

NO 1,487 13,875 15,362

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this 8th day of December 2022.

___________________________________
MARK A. LUNN, CERA, REO
Clerk-Recorder, Registrar of Voters
County of Ventura
19 CITY COUNCIL AGENDA REPORT

CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR

AGENCY/FINANCING AUTHORITY

BUSINESS/COMMITTEE REPORTS
AGENDA ITEM NO. H.1

DATE: December 20, 2022

TO: City Council

FROM: Alexander Nguyen, City Manager, (805) 385-7430, [email protected]

SUBJECT: Appointment of Councilmembers to Serve on Various Boards, Commissions, and Committees to replace Councilmember Lopez. (5 minutes)

RECOMMENDATION

1. That the Mayor, with the approval of the City Council, appoint members and alternates from the City to the:

2. That the City Council, as a whole, appoint one Councilmember to the Oxnard Airport Authority.

BACKGROUND

Following the tragic death of Supervisor Carmen Ramirez, Governor Newsom appointed Councilmember Vianey Lopez to the Ventura County Board of Supervisors on September 23, 2022. On October 3, 2022, Councilmember Lopez, who represented City Council District 6, resigned from the Oxnard City Council to assume her new position on the Ventura County Board of Supervisors.

This resulted in vacancies on the boards and commissions listed above. These appointments are to fill the vacancies. A list of the proposed committee appointments is attached.

STRATEGIC PRIORITIES

This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.

FINANCIAL IMPACT

There is no financial impact.

COMMITTEE OUTCOME

This item did not originate in Committee.

Prepared by: Luly Lopez, Executive Assistant I

20 ATTACHMENTS

1. City Council Boards, Commissions and Committees 2022 21 Committee Name Councilmember

1. Association of Water Agencies for Ventura County Mayor Pro Tem MacDonald Mayor Zaragoza (A)

2. Beach Erosion Authority for Control of Operation and Nourishment*
Councilmember Teran
Councilmember Madrigal (A)

3. Big Independent Cities Excess Pool Joint Powers
Authority
Councilmember Perello

4. Clean Power Alliance Board of Directors*

Councilmember Perello
Councilmember Teran (A)
Kathleen Mallory (A)

5. Economic Development Collaborative – Ventura
County
Mayor Pro Tem MacDonald

6. Gold Coast Transit District* Mayor Pro Tem MacDonald Mayor Zaragoza (A)

7. Las Cortes Housing Development Corporation* Mayor Pro Tem MacDonald Councilwoman Basua

8. Oxnard Airport Authority* Councilmembers Perello and Teran
Mayor Zaragoza (A)

9. Oxnard Convention & Visitors Bureau* Mayor Pro Tem MacDonald Councilmember Perello(A)

10. Regional Defense Partnership for the 21st Century Councilmember Teran Mayor Zaragoza (A)

11. Ventura Council of Governments* Councilmember Perello Councilmember Madrigal (A)

12. Ventura County Air Pollution Control District* Mayor Zaragoza

13. Ventura County Animal Regulation Commission Mayor Zaragoza Councilmember Madrigal (A)

14. Ventura County Regional Energy Alliance Councilwoman Basua Councilmember Perello (A)

15. Ventura Regional Sanitation District (VRSD)* Councilmember Perello Mayor Zaragoza (A)

16. Ventura County Transportation Commission* Mayor Pro Tem MacDonald *Form 700 Filling Requirements
(A) Alternate

Revised 12/8/2022
22 CITY COUNCIL AGENDA REPORT

INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. K.1

DATE: December 20, 2022

TO: City Council

FROM: Rose Chaparro, City Clerk, (805) 385-7805, [email protected]

SUBJECT: Approval of Minutes.

RECOMMENDATION

That the City Council approve the minutes of the November 15, 2022 regular meetings as presented.

BACKGROUND

Approval of Minutes.

STRATEGIC PRIORITIES

This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.

FINANCIAL IMPACT

There is no financial impact.

COMMITTEE OUTCOME

This item did not originate in Committee.

Prepared by: Rose Chaparro, City Clerk

ATTACHMENTS

1. MINUTES 11 15 2022 CC Regular Meeting
23 MINUTES

OXNARD CITY COUNCIL
Regular Meeting
November 15, 2022

A. ROLL CALL, POSTING OF AGENDA
At 4:36 p.m., Mayor John C. Zaragoza called to order the regular meeting of the Oxnard City Council, in the City Hall Council Chambers at 305 W. Third Street, O xnard, California. The City Clerk called the roll and announced the posting of the agenda. Councilmembers Gabriela Basua, Bert E. Perello, Gabriel (Gabe) Teran, Mayor Pro Tem Bryan A. MacDonald, and Mayor John C. Zaragoza were present.

Councilmember Oscar Madrigal was absent.

Staff members present in person were Alexander Nguyen, City Manager; Ashley Golden, Assistant City Manager; Kenneth Rozell, Chief Assistant City Attorney; Jason Benites, Police Chief; Alexander Hamilton, Fire Chief; Steve McNaughten, Fire Marshal; Michael Wolfe, Public Works Director; Jose Arreola, Fleet Services Manager; Steve Naveau, Human Resources Director ; Mike More, Human Resources Risk Manager; Helen Miller, Chief Information Officer; Beth Vo, Assistant Chief Financial Officer; Dee Lai, Assistant City Clerk and Rose Chaparro, City Clerk.

Staff members Shiri Klima, Deputy City Manager; Brian Yanez, Assistant Public Works Director; and Joseph Marcinko, Assistant Public Works Director participated via videoconference.

Jackie Ro se, JD, MS, CAWA, Animal Services Director for the County of Ventura participated in person.

THE FOLLOWING LEGISLATIVE BODIES ARE MEETING: City Council

B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS (None received.)

C. CLOSED SESSION (4:30 PM)

1. THREAT TO PUBLIC SERVICES OR FACILITIES (Government Code section 54957(a)) Consultation with: Shiri Klima, Deputy City Manager; Helen Miller, Chief Information Officer.

Legislative Body: City Council

2. CONFERENCE WITH LABOR NEGOTIATORS (Government Code section 54957.6) Agency designated representatives: Alex Nguyen, City Manager and Steve Naveau, Director of Human Resources Employee organizations: International Association of Firefighters, AFL-CIO (IAFF), Local No. 1684; Oxnard Public Safety Managers Association (OPSMA) Legislative Body: City Council

At 4:38 p.m., the City Council recessed to a closed session. At 5:48 p.m., the City Council reconvened in open session in the Council Chambers. The City Attorney announced that City Council provided direction to the labor negotiators.

D. APPOINTMENT ITEMS (5:30 PM)

1. SUBJECT: Presentation by the Ventura County Animal Services on the new Pets for Life Program. (30 minutes)
24 NOVEMBER 15, 2022 OXNARD CITY COUNCIL PAGE 2

Jackie Rose, JD, MS, CAWA, Animal Services Director for the County of Ventura presented to Council about the Pets for Life program. The Ventura County Animal Services (VCAS) has partnered with the Humane Society of the United States for funding from the Ventura County Community Foundation. The Ventura County Animal Services ha s been awarded a m ulti-year grant to implement the HSUS’ Pets for Life Model program. The award is for approximately $250,000 per year for three years. This grant secure s funding for the new “Pets for Life” program which will be rolled out in the City of Oxnard.

E. OPENING CEREMONIES (6:00 PM)
The flag salute was followed by a moment of silence.

F. CEREMONIAL ITEMS

1. SUBJECT: Presentation of a Proclamation Designating December 1, 2022 as "World AIDS Day."

Mayor Zaragoza read the proclamation and presented it to Salvador (Sal) Fuentes, Chair of the HIV/AIDS Coalition in Ventura County. Chair Fuentes accepted the proclamation and introduced Juan Lopez, Program Director at Ventura County Publi c Health. Mr. Lopez announced the services available at the new HIV/AIDS Center located in Oxnard. They accepted the proclamation and said a few remarks.

G. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
Public comments were received from Elizabeth Gollner (bike riders) and Lang Martinez (homeless).

H. REPORT OF CITY MANAGER/EXECUTIVE DIRECTOR/SECRETARY

1. Public Works Department SUBJECT: Reconsideration of Local Emergency Due to Ongoing Drought Conditions.

RECOMMENDATION: That the City Council adopted Resolution #15,646 confirming the need to continue the local emergency declared on May 17, 2022, due to drought conditions and lack of adequate water supply.

(This item is not subject to the California Environmental Quality Act pursuant to Public Resources Code § 21080(b)(4))
It was moved b y Mayor Pro Tem MacDonald , seconded by Councilmember Basua, to approve the recommended action as presented. VOTE: Basua, MacD onald, Perello, Teran, and Zaragoza voted in favor; motion passed 5-0. Councilmember Madrigal was absent.

2. City Manager Department SUBJECT: COVID-19 Update from Director of Emergency Services.

RECOMMENDATION: That the City Council re-authorize remote teleconference meetings of the legislative bodies of the City of Oxnard in accordance with Assembly Bill 361 based on the following findings: (i) the current COVID-19 situation, particularly with its variants, is causing, and will continue to cause, imminent risks to the health and safety of persons within the City, including City Council members, City staff, appointed officials, and members of the public; (ii) state and local officials continue to impose or recommend measures to promote social distancing; and (iii) the Governor's COVID-19 State of Emergency is still in effect; and (iv) numerous public 25 NOVEMBER 15, 2022 OXNARD CITY COUNCIL PAGE 3

agencies throughout Ventura County are still operating in accordance with Assembly 361, for the reasons stated herein.

No formal action was taken on this item.

I. CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR AGENCY/FINANCING AUTHORITY

BUSINESS/COMMITTEE REPORTS

Councilmember Teran recently attended the Fremont North Neighborhood Council meeting. He presented and provided updates for this neighborhood. He congratulated the new Executive Board members. He attended the Carriage Square Neighborhood Council ’s follow -up meeting with the Principal from Curren Elementary School and administrative staff from the Oxnard School District regarding traffic control issues. He reminded the residents of District 6 to consider running for office and inquire about the Special Election being held.

Councilmember Basua wished everyone a happy Thanksgiving holiday.

Councilmember Perello also wished everyone a happy Thanksgiving holiday. He made a comment that not all bike riders are bad characters. He is grateful for the resident that submitted a police report.

He reminded residents that if you see that something wrong is happening to say something. He thanked the candidates that ran for office during the municipal general election. He made a comment about the traffic issues at the local schools. He stated that vehicles regularly park on red painted curbs at the schools.

Mayor Zaragoza thanked the candidates that ran for the Councilmember positions durin g the November 8, 2022 Municipal General Election. Mayor Zaragoza congratulated Councilmember Basua, Councilmember Perello, and Councilmember Teran for being re -elected to City Council . He recognized the Veterans of Ventura County. He also thanked all t he City staff involved in organizing the Veteran’s Day festivities. He also thanked the Public Works Department staff for painting the buildings at City Hall.

J. REVIEW OF INFORMATION/CONSENT AGENDA
Items L-1 through L-7 were discussed among the Council and staff.

K. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA (None received.)

L. INFORMATION/CONSENT AGENDA

1. City Clerk Department SUBJECT: Approval of Minutes.

RECOMMENDATION: That the City Council approve the minutes of the October 18, 2022 regular meetings as presented.

2. Police Department SUBJECT: Second Amendment to Agreement with Sintra Group for Background Investigations.

RECOMMENDATION: That the City Council approve and authorize the Mayor to execute:

1. The Second Amendment to Agreement No. 8502-18-PO with Sintra Group for background 26 NOVEMBER 15, 2022 OXNARD CITY COUNCIL PAGE 4

investigations and increase the total agreement value from $525,000 to $975,000; and

2. Extend the agreement for an additional year with a termination date of January 2, 2024.

3. Community Development Department SUBJECT: Adoption of Ordinance No. 3021 for California Building Standards Regulations.

RECOMMENDATION: That the City Council adopt Ordinance No. 3021 repealing and reenacting Arti cles II through XII, XV, and XVI of Chapter 14 of the Oxnard City Code, pertaining to the California Building Code, California Residential Code, California Green Building Standards Code, International Property Maintenance Code, Uniform Code for the Abatement of Dangerous Buildings, California Historical Building Code, California Electrical Code, California Existing Buildings Code, California Mechanical Code, California Referenced Standards Code, California Plumbing Code, California Energy Code, Fire Codes, and Fire Sprinklers.

4. Police Department SUBJECT: Supplemental Law Enforcement Services Fund (SLESF).

RECOMMENDATION: That the City Council:

1. Recognize $313,554 in grant revenue from the State Supplemental Law Enforcement Services Fund (SLESF) for Citizens Option for Public Safety (COPS) Program;

2. Approve a budget appropriation in the amount of $313,554 for various equipment purchases and funding for community engagement activities; and

3. Authorize the City Manager or designee to approve additional budget appropriations if awarded.

5. Police Department SUBJECT: Federal and State Asset Forfeiture Funds.

RECOMMENDATION: That the City Council approve a budget appropriation of $175,900 for the use of Federal and State asset forfeiture funds allocated to the City of Oxnard Police Department.

6. Public Works Department
SUBJECT: Approve Purchase Order with Fleet Services, Inc. for Medium and Heavy Duty Equipment Parts and Supplies.

RECOMMENDATION: That the City Council approve and authorize the Purchasing Agent to execute a Purchase Order with Fleet Services, Inc. in an amount not to exceed $750,000 for a three-year term, with two one-year extensions upon agreement by both parties, beginning December 1, 2022 and ending November 30, 2025, for medium and heavy duty equipment parts and supplies.

(Public Works and Transportation Committee approved 2-0.)

7. Public Works Department
27 NOVEMBER 15, 2022 OXNARD CITY COUNCIL PAGE 5

SUBJECT: First Amendment to the Trade Services Agreement 9547-22-PW with Powers Bros.

Machine, Inc., and a Second Amendment 9548-22-PW to the Trade Services Agreement with All-Safe Electric, Inc. for On-Call Pump and Motor Repair Services.

RECOMMENDATION: That the City Council approve and authorize the execution of the following amendments to the on-call pump and motor repair agreements for the Water and Wastewater Divisions:

1. A First Amendment to a Trade Services Agreement with Powers Bros. Machinery, Inc., to increase the not to exceed amount from $100,000 to $450,000 and to extend the term to February 29, 2024; and

2. A Second Amendment to a Trade Services Agreement with All-Safe Electric, Inc., to increase the not to exceed amount from $200,000 to $450,000 and to extend the term to February 29, 2024.

(Public Works and Transportation Committee approved 2-0.)

It was moved by Councilmember Basua , seconded by Councilmember Perello , to approve the Information/Consent items as presented. VOTE: Basua, MacDonald, Perello, Teran, and Zaragoza voted in favor; motion passed 5-0. Councilmember Madrigal was absent.

M. REPORTS

1. Public Works Department
SUBJECT: Approve Purchase Order with WEX Bank for the Fleet Fuel Card Program. (10 minutes)

RECOMMENDATION: That the City Council approve and authorize the Purchasing Agent to execute a Purchase Order with WEX Bank in an amount not to exceed $8,800,000 for a two-year term for Fuel Cards.

(Public Works and Transportation Committee approved 2-0.) Public Works Director Wolfe was available to answer questions. No public comments were received.

It was moved by Councilmember Basua, seconded by Councilmember Teran, to approve the recommended action as presented. VOTE: Basua, MacD onald, Perello, Teran, and Zaragoza voted in favor; motion
passed 5-0. Councilmember Madrigal was absent.

2. Public Works Department
SUBJECT: Agreement A-8505 with Toro Enterprises, Inc. for Ventura Boulevard Sidewalk Improvement Project, Specification No. PW 18-48. (10 minutes)

RECOMMENDATION: That the City Council approve and authorize the following for a total of $2,960,510 in Project funds for the Ventura Boulevard Sidewalk Improvement Project, Specification No. PW 18-48 (No. 133107):

1. The Mayor to execute an Agreement with Toro Enterprises, Inc. in the amount of $2,467,092 for the Project;

28 NOVEMBER 15, 2022 OXNARD CITY COUNCIL PAGE 6

2. A Project contingency amount of $246,709 for the Project;

3. A Project allocation amount of $246,709 for engineering, inspection, survey and project management for the Project; and

4. A budget appropriation of $66,655 from TDA/LTF3-BI/PED Fund (214); and budget reallocations of $144,736 within the Air Pollution Buydown Fee Fund (118), $139,864 within the TDA/LTF8-CIP Fund (212), and $359,416 within the General Fund Capital Outlay Fund (301) for the Project.

(This item is categorically exempt from the California Environmental Quality Act pursuant to 14 C.C.R. § 15304(f))

This item did not originate in Committee as this is a capital improvement project specifically listed in the City's Capital Improvement Program budget, which was previously approved by the City Council.

Tatiana B. Arnaout, P.E., City Engineer , presented and answered questions. No public comments were received. Discussion ensued among the Council and staff.

It was moved by Councilmember Perello, seconded by Councilmember Teran, to approve the recommended action as presented. VOTE: Basua, MacDonald, Perello, Teran, and Zaragoza voted in favor; motion passed 5-0. Councilmember Madrigal was absent.

N. ADJOURNMENT
There being no further business on the agenda, and without objection, Mayor Zaragoza adjourned the meeting at 6:38 p.m.

ROSE CHAPARRO JOHN C. ZARAGOZA
City Clerk Mayor

29 CITY COUNCIL AGENDA REPORT

INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. K.2

DATE: December 20, 2022

TO: City Council

FROM: Stephen Fischer, City Attorney, (805) 385-7483, [email protected]

SUBJECT: Adoption of Ordinance No. 3019 Amending Chapter 22, Article VIII of the Oxnard City Code Regarding Water Waste (Non-Urgency).

RECOMMENDATION

That the City Council adopt Ordinance No. 3019 amending certain sections of Article VIII of Chapter 22 of the Oxnard City Code and implementing water conservation measures that is entitled: “AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OXNARD AMENDING CHAPTER 22, ARTICLE VIII OF THE OXNARD CITY

(This item did not originate in Committee.)

BACKGROUND

California is experiencing a drought emergency following the three driest years on record.

On March 18, 2022, the Department of Water Resources (DWR) announced that State Water Project (SWP) allocations would be 5%, down from 15% the previous year. Following the announcement, the Metropolitan Water District of Southern California (MWD) indicated that SWP dependent regions of its service area have insufficient supplies to meet current water demands.

The Calleguas Municipal Water District (CMWD) receives most of its water from MWD via the SWP, receiving 80% of its water from outside sources. The City of Oxnard receives up to 40% of its water from CMWD.

On March 28, 2022, Governor Newsom issued Executive Order N-7-22 in response to the historic drought conditions.

The Order requires all water providers to implement a minimum Stage 2 of their Water Shortage Contingency Plans (WSCP). On April 6, 2022, CMWD declared a Stage 3 Water Shortage and called on all water users within its service area to immediately reduce water use by up to 30%.

On April 26, 2022 MWD adopted a framework for an Emergency Water Conservation Program (EWCP) to reduce non- essential water use and preserve available supply for the greatest public benefit in SWP dependent areas. The framework includes two paths for affected MWD Member Agencies to reduce the use of SWP supplies: 1) reduce outdoor watering to one-day per week or 2) meet a monthly allocation limit. Thereafter, CMWD adopted an Emergency Water Conservation Program including the two path compliance framework consistent with that of MWD.

On May 17, 2022 City Council proclaimed in Resolution No. 15,569 the existence of a local emergency due to water shortage conditions and adopted new mandatory water conservation measures consistent with Stage 2 of the City’s WSCP. One week later, the State Water Resources Control Board (SWRCB) adopted an emergency regulation 30 implementing a statewide ban on the use of potable water for irrigating non-functional turf at commercial, industrial and institutional properties, including Home Owners Associations (“HOAs”). The SWRCB has defined non-functional turf as “turf that is solely ornamental and not regularly used for human recreational purposes or for civic or community events.” The SWRCB regulation will remain in effect for one year, unless the SWRCB modifies, readopts, or lifts the regulation before then.

In response, the City issued Director Order 20-03 on June 23, 2022, establishing a 10 minute per day per station irrigation limit with the exception of the hand watering of food plants outside of the designated watering period with use of a container or hose with a shut off nozzle in line with MWD’s EWCP. The Director Order also banned the use of potable water for irrigation of non-functional turf at Commercial, Industrial and Institutional properties, including Home Owner Associations (HOA) in line with SWRCB’s emergency regulation.

Efficient enforcement of water conservation measures requires amending certain sections in article VIII of Chapter 22 of the Oxnard City Code (OCC). The Ordinance provides for new water conservation measures and enforcement procedures, keeping the City in compliance with state and local mandates and helping reduce water use.

DISCUSSION

This Ordinance also proceeded as an Urgency Ordinance pursuant to Government Code section 36937, subdivision (b), which was adopted by the City Council on November 1, 2022. The Ordinances and their amendments to Chapter 22, Article VIII are identical. The Urgency Ordinance went into effect immediately upon adoption. Whereas this non- urgency ordinance will be effective 30 days after adoption. The Urgency Ordinance provides the City with the immediate ability to comply with and enforce water waste prohibitions and water conservation measures required during a declared drought emergency while this non-urgency Ordinance is pending before the Council.

The Ordinance updates the City’s Water Waste Code by implementing emergency water conservation measures that apply only when the City Council or the Director of Emergency Services declares a drought emergency in the City.

Additionally, the Ordinance updates the enforcement mechanism for water waste violators, by issuing administrative citations for violations of permanent and emergency water conservation measures. The water conservation measures set forth in the Ordinance implement restrictions on the watering of non-functional turf— defined as turf that is solely ornamental and not regularly used for human recreational purposes or for civic or community events, and limiting outdoor irrigation to a certain number of days per week.

The Ordinance allows for the hand watering of trees, food plants or other perennials with a container (e.g. bucket or watering can) or a hose fitted with a shut-off nozzle. The use of drip irrigation or other high-efficiency irrigation systems to apply water at a weekly volume consistent with the watering restriction is allowed. Sports activity fields may irrigate more frequently, but only as necessary to maintain the playing surface quality and is dependent upon the drought stage as declared by the City Council or Director of Emergency Services.

The Ordinance also updates the Water Waste Code to be in conformity with Oxnard’s Water Shortage Contingency Plan (WSCP). The WSCP created six stages of drought and corresponding water conservation measures for the City to apply depending on the drought stage the City is facing. Currently, the City is in a Stage 2 drought.

This Ordinance amends certain sections in Article VIII of Chapter 22 in the OCC. First, the Ordinance creates a new Section 22-137 entitled “Water Waste Prohibited - Emergency Provisions”. This section addresses day-to-day water waste prohibitions that correspond to a particular drought stage. Second, sections 22-138 and 139 replace the prior enforcement scheme and create an administrative violation process. The first two violation notices are informational. The administrative fine scheme in Section 22-138 is for repeat and egregious offenders. The fine amounts are as follows:
$100 for a third violation, $300 for a fourth violation and $700 for a fifth violation. Additional violations could be subject to the installation of flow restricting devices. The City is currently responding to water waste violations with an informational approach, and has gained compliance with this method.

The water waste prohibitions shall only be in effect when the City Council or Director of Emergency Services proclaim a drought emergency. If and when the proclamation of a drought emergency ceases or is rescinded by City Council, these prohibitions, while still available in the OCC, will not be in effect or enforced. Conversely, the permanent water waste provisions in Section 22-136 shall apply at all times and will be enforced under the same administrative process and fine 31 schedule as the emergency water waste provisions.

Provided there is an operative motion by Council on this Ordinance at the November 1, 2022 council meeting, this item will be brought to Council at the December 6, 2022 meeting for consideration by the Council for adoption of the Ordinance. Staff will continue to implement a vigorous public information campaign to notify City water customers of the increased level of water conservation requirements with a focus on gaining willful compliance. The City will increase the level of monitoring, notification, and enforcement as necessary and may assess fines and penalties for violations of the Ordinance. Staff will be seeking funding from MWD to aid in the enforcement activities, such as water waste patrols.

On November 1, 2022, the City Council by unanimous vote introduced by title only, waiving further reading, an ordinance amending certain sections of Article VIII of Chapter 22 of the Oxnard City Code and implementing water conservation measures. If adopted, the ordinance will become effective 30 days after the date of adoption.

STRATEGIC PRIORITIES

This agenda item supports the Infrastructure and Natural Resources strategy. The purpose of the Infrastructure and Natural Resources strategy is to preserve and improve our roads, utilities, parks, trees, water supply and natural resources through effective planning, prioritization, and an equitable and efficient use of available funding.

FINANCIAL IMPACT

The financial impact of adopting this ordinance is unknown. City staff, particularly code compliance officers and water utility staff will spend additional time investigating water waste violations, issuing water waste citations, and participating in the review hearing process. These activities will occur in the normal course of duty, but may result in increased expenditures associated with water conservation compliance efforts.

COMMITTEE OUTCOME

This item did not originate in Committee.

Prepared by: Chelsey Ballot, Deputy City Attorney, Michelle McCarron, Assistant City Attorney

ATTACHMENTS

1. Water Waste Regular Ordinance

2. 10.19.21-Drought-SOE-1

3. 22-03 2022 SWP Allocation Decrease 5 Percent 031822

4. March-2022-Drought-EO

5. MET Resolution-9305-signed

6. Calleguas Reso 2042_042722

7. Oxnard Reso 15,569

8. 2022-0606-03E-Approval
32

Page 1 of 9 ends

Ordinance No._______
November 1, 2022

CITY COUNCIL OF THE CITY OF OXNARD
ORDINANCE NO. ____________

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OXNARD AMENDING CHAPTER 22, ARTICLE VIII OF THE OXNARD CITY CODE TO COMPLY WITH AND

ENFORCE EMERGENCY DROUGHT-RELATED WATER USE RESTRICTIONS WHEREAS, the Oxnard City Council adopted a water waste ordinance, codified in Chapter 22, Article VIII of the Oxnard City Code (OCC), and in 2020 adopted a Water Shortage Contingency Plan; and
WHEREAS, OCC Chapter 22 Article VIII includes permanent water waste measures, and the City Council desires to implement emergency water waste measures; and WHEREAS, on October 19, 2021, Governor Gavin Newsom declared a state of emergency exists in all California counties due to ongoing drought conditions; and WHEREAS, on March 18, 2022 the California Department of Water Resources (DWR) declared that State Water Project (SWP) allocations would be reduced from 15% to 5%; and
WHEREAS, on March 28, 2022, Governor Newsom issued Executive Order N-7-22 requiring all water providers to implement, at minimum, Stage 2 of their Water Shortage Contingency Plans (WSCP) and reduce water use by 20-30%; and WHEREAS, on April 26, 2022, the Metropolitan Water District of Southern California Board (MWD) adopted an Emergency Water Conservation Program, declaring a Water Shortage Emergency in SWP dependent areas due to insufficient supplies to meet current water demands and that the Emergency Water Conservation Program shall continue through June 30, 2023; and
WHEREAS, on April 27, 2022, Calleguas Municipal Water District (CMWD), a SWP dependent agency, declared a Stage 3 Water Shortage requiring all water users within the service area to immediately reduce water use by up to 30%; and WHEREAS, the City receives up to 40% of its water from the CMWD; and WHEREAS, on May 17, 2022, the Oxnard City Council approved Resolution No. 15,569 declaring a Stage 2 water shortage exists within the city; and 33

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WHEREAS, on June 10 2022, the State Water Resources Control Board (SWRCB) adopted an emergency regulation, effective immediately, prohibiting the irrigation of non-functional turf with potable water at commercial, industrial, and institutional sites including homeowners’ associations, condominiums, retirement communities, and other housing developments comprised of individually owned units and shared facilities. The SWRCB regulation defines non-functional turf as turf that is solely ornamental and not regularly used for human recreational purposes or for civic or community events; and WHEREAS, the City intends to comply with state and local water conservation mandates, in addition to the conservation mandates as stated in the Oxnard Water Shortage Contingency Plan by implementing this Urgency Ordinance to facilitate the reduction of water use during emergency drought conditions, by limiting outdoor irrigation and implementing other water conservation measures as set forth in the Urgency Ordinance; and WHEREAS, all other permanent water conservation measures in the Oxnard City Code remain in effect; and
WHEREAS, additional water use restrictions are anticipated to be issued by the State of California, MWD, and/or CMWD, therefore the City Manager / Director of Emergency Services is authorized to implement those requirements and shall submit additional water conservation measures to the City Council for ratification in its discretion at a future meeting; and
WHEREAS, Any violation of this Urgency Ordinance shall be subject to civil fines and administrative review and appeal procedures set forth in OCC Chapter 7, Article III; and WHEREAS, The City Council determines that the OCC must be further reviewed and possibly revised to protect the public against potential negative health, safety, and welfare impacts associated with the severe water shortage if water conservation goals are not achieved or additional conservation measures are mandated; and WHEREAS, The City intends to study, within a reasonable time, amendments required to the OCC to effectively meet state and local water conservation mandates.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF OXNARD DOES ORDAIN AS FOLLOWS:

Part 1. Incorporation of Recitals. The findings and determinations reflected above are true and correct, and are incorporated by this reference as though fully set forth herein as the cause and foundation for the action taken by and through this Ordinance. 34

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Ordinance No._______
November 1, 2022
Part 2. Codified Amendment. The City Clerk is directed to request that the publisher of the City Code add thereto the amendments listed in Part 3 of this Ordinance to Chapter 22, Article VIII as set forth below.

Part 3. Addition to the Oxnard Municipal Code. The Oxnard Municipal Code is amended by renumbering current Sections 22-137 through 22-142 to read as Sections 22-138 through 22-143 in Chapter 22, Article VIII; creating a new Section 22-137 to include emergency water waste provisions; and amending new Sections 22-138, 22-139, 22-140 (formerly Sections 22-137, 22-138, 22-139) in Chapter 22 Article VIII to read as follows:

ARTICLE VIII. WATER WASTE
SEC. 22-137 WATER WASTE PROHIBITED – EMERGENCY PROVISIONS (A) The city council further declares during emergency drought conditions when the city council has adopted a declaration or resolution declaring a water shortage emergency that further emergency water conservation measures shall be mandatory on all persons using city water within city limits, and persons using city water outside the city limits but within the Oxnard Municipal Water’s service area, and are in addition to the conservation measures in Section 22-136.
(B) Therefore, the city council orders the emergency restrictions on water use as specified below:
(1) Stage 1 (10% reduction in available supplies). The following water conservation requirements apply during a stage 1 water supply condition:
(a) Water Days. Outdoor Irrigation is limited to three days per week using a landscape irrigation system or a watering device. The outdoor irrigation measures set forth in Section 22-136(B)(1) through (4) apply to this provision. These outdoor irrigation restrictions do not apply to the following categories:
(i) The hand watering of trees, food plants or other perennials with use of a container (e.g. bucket or watering can) or a hose fitted with a positive self closing shut-off nozzle;
(ii) The use of drip irrigation systems to apply water at a weekly volume consistent with the three days per week watering restriction; (iii) Irrigation of sport activity fields as necessary to maintain playing surface quality.
(2) Stage 2 (10-20% reduction in available supplies). The following water conservation requirements apply during a declared stage 2 water supply condition:
(a) Water Days. Outdoor Irrigation is limited to two days per week using a landscape irrigation system or a watering device for no more than 10 minutes per day per station. The outdoor irrigation measures set forth in Section 22-136(B)(1),(2) and (4) apply to this provision. These outdoor irrigation restrictions do not apply to the following categories:
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(i) The hand watering of trees, food plants or other perennials with use of a container (e.g. bucket or watering can) or a hose fitted with a positive self closing shut-off nozzle;
(ii) The use of drip irrigation systems to apply water at a weekly volume consistent with the two days per week watering restriction; (iii) Irrigation of sport activity fields as necessary to maintain playing surface quality.
(b) Watering of non-functional turf, which is turf that is solely ornamental and not regularly used for human recreational purposes or for civic or community events at commercial, industrial and institutional properties, including Home Owners Associations (“HOAs”) is prohibited.
(c) Prompt Leak Repair. All leaks, breaks or malfunction within a plumbing or water distribution system shall be repaired promptly, and in no event more than 48 hours after discovery or receipt of notice from the City. (d) Limits on Filling Ornamental Ponds or Fountains. Filling or refilling ornamental lakes or fountains is prohibited, except to the extent needed to sustain aquatic life, provided that aquatic life has been actively managed within the ornamental pond or fountain prior to declaration of a stage 2 water supply condition.
(3) Stage 3 (20-30% reduction in available supplies) The following water conservation requirements apply during a declared stage 3 water supply condition:
(a) Water Days. Outdoor Irrigation is limited to one day per week, using a landscape irrigation system or a watering device for no more than 10 minutes per station. The outdoor irrigation measures set forth in Section 22- 136(B)(1), (2) and (4) apply to this provision. These restrictions do not apply to the following categories:
(i) The hand watering of trees, food plants or other perennials with use of a container (e.g. bucket or watering can) or a hose fitted with a positive self closing shut-off nozzle;
(ii) The use of drip irrigation systems to apply water at a weekly volume consistent with the one day per week watering restriction; (iii) Irrigation of sport activity fields as necessary to maintain playing surface quality.
(b) Watering of non-functional turf, which is turf that is solely ornamental and not regularly used for human recreational purposes or for civic or community events, at commercial, industrial and institutional properties, including Home Owners Associations (“HOAs”) is prohibited.
(c) Prompt Leak Repair. All leaks, breaks or malfunction within a plumbing or water distribution system shall be repaired promptly, and in no event more than 24 hours after discovery or receipt of notice from the City. (d) Limits on Filling Ornamental Ponds or Fountains. Filling or refilling ornamental lakes or fountains is prohibited, except to the extent needed to sustain aquatic life, provided that aquatic life has been actively managed 36

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within the ornamental pond or fountain prior to declaration of a stage 3 water supply condition.
(4) Stage 4 (30-40% reduction in available supplies). The following water conservation requirements apply during a declared stage 4 water supply condition:
(a) Water Days. Outdoor Irrigation is prohibited. This restriction does not apply to the following category:
(i) The hand watering of trees, food plants or other perennials with use of a container (e.g. bucket or watering can) or a hose fitted with a positive self closing shut-off nozzle.
(ii) The use of drip irrigation systems to apply water as needed for trees, food plants or other perennials.
(b) Prompt Leak Repair. All leaks, breaks or malfunction within a plumbing or water distribution system shall be repaired promptly, and in no event more than 24 hours after discovery or receipt of notice from the City. (c) Limits on Filling Ornamental Ponds or Fountains. Filling or refilling ornamental lakes or fountains is prohibited, except to the extent needed to sustain aquatic life, provided that aquatic life has been actively managed within the ornamental pond or fountain prior to declaration of a stage 4 water supply condition.
(5) Stage 5 (40-50% reduction in available supplies). The following water conservation requirements apply during a declared stage 5 water supply condition:
(a) Water. Watering with potable water is prohibited. This restriction does not apply to the following categories:
(i) Maintenance of vegetation, including trees and food plants; (ii) Maintenance of existing landscape necessary for fire protection; (iii) Maintenance of existing landscape for erosion control; (iv) Maintenance of plant materials identified to be rare or essential to the well-being of protected species;
(b) Prompt Leak Repair. All leaks, breaks or malfunction within a plumbing or water distribution system shall be repaired promptly, and in no event more than 24 hours after discovery or receipt of notice from the City. (6) Stage 6 (Greater than 50% reduction in available supplies). The following water conservation requirements apply during a declared stage 6 water supply condition:
(a) Water. Outdoor Irrigation with potable water is prohibited. (b) Prompt Leak Repair. All leaks, breaks or malfunction within a plumbing or water distribution system shall be repaired immediately upon discovery or receipt of notice from the City.

SEC. 22-138. FAILURE TO COMPLY
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Any violation of the provisions of this article shall be prosecuted as an administrative citation, pursuant to Chapter 7, Article III or as a criminal citation pursuant to Chapter 1, Article 1, Section 1-10 as determined by the City Attorney. The following administrative remedies shall be imposed against any person for violation(s) of this Article:
(A) For the first violation, a written warning shall be issued to the responsible person or entity listed on the water service record for the location where the violation occurred or is occurring.
(B) For the second violation during a 12-month period, a written notice to correct the violation shall be issued to the responsible person or entity listed on the water service record for the location where the violation occurred or is occurring. (C) For the third violation during a 12-month period, an administrative citation and fine in the amount of $100.00 shall be issued to the responsible person or entity listed on the water service record for the location where the violation occurred or is occurring. (D) For the fourth violation during a 12-month period an administrative citation and fine in the amount of $300.00 shall be issued to the responsible person or entity listed on the water service record for the location where the violation occurred or is occurring. (E) For the fifth violation during a 12-month period an administrative citation and fine in the amount of $700.00 shall be issued to the responsible person or entity listed on the water service record for the location where the violation occurred or is occurring. (F) (1) For a Sixth violation during a 12-month period, and upon a written notice of violation, the city shall be able to install, at the expense of the responsible person or entity, a flow-restricting device of one gallon per minute capacity on the location receiving water service through up to 1½-inch size distribution systems and comparatively sized restricting devices on locations receiving water service through larger distribution systems. These devices shall be installed for a period of not less than 48 hours on the service of the responsible person at the location at which the violation occurred. (2) The charge for installation of such a flow-restricting device shall be based upon the size of the responsible person's or entity’s meter and the actual cost of installation. (3) The flow-restricting device shall remain installed until removed as authorized by the city manager. The charge for removal of the flow-restricting device and restoration of normal service shall be based on the city's actual cost. (4) For any violations after the sixth violation during a 12-month period, the city may discontinue water service to the violator at the location at which the violation(s) occurred, or impose such other penalty as deemed appropriate by the city manager, until such time that the city manager determines that further violations are not likely to occur.

SEC. 22-139. NOTICE TO CUSTOMER.
(A) The city shall provide notice of each violation of this article to the responsible person or entity at the location where the violation occurred, pursuant to the provisions of Chapter 7, Article III, Sections 7-54 and 7-55 and as follows:
(1) For a first violation and subsequent violations, the city shall give written notice of the fact of such violation to the responsible person by personal service, by delivery through 38

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regular United States mail addressed to the customer's residence, or any other means reasonably designed to notify the responsible person or entity of the violation. (2) If the installation of a flow restrictor is scheduled, or the discontinuance of water service to the responsible person for any period of time may occur, advance notice shall be given in the following manner:
(a) Written notice to the responsible person by personal service; (b) If the responsible person is absent from or unavailable at either the customer's residence or place of business, by leaving a copy of the notice with an adult at either location, and by delivery of the notice through regular United States mail addressed to the customer at either the responsible person's place of business or residence; or (c) If such residence and place of business cannot be ascertained, or an adult cannot be found at the location of the violation, then by affixing a copy of the notice in a conspicuous place at the location where the violation has occurred, and by delivery of a copy of the notice through regular United States mail addressed to the responsible person at the responsible person's water utility billing address and to the subject location. (B) All notices shall contain, in addition to the facts of the violation, a statement of the possible remedies for each violation, a statement informing the responsible person of his/her right to an administrative hearing on the violation, the amount of the fine, the date and time the water flow shall be restricted, or the water service discontinued.

SEC. 22-140. RIGHT TO HEARING.
(A) Any responsible person against whom a fine has been issued or on whose water service is scheduled for flow restriction, or whose water service may be discontinued, shall have a right to a hearing to be conducted by a person selected by the city manager. The responsible person shall file the written request for a hearing or complete an administrative hearing request form with the city manager's designee within 30 days of the date of notification of the violation and intended remedy. All hearings shall be conducted in conformity with the provisions of this Section, Chapter 7, Article III, Sections 7-58 through 7-63, and Chapter 1 Article III.
(B) A responsible person against whom a fine has been issued may request a waiver of fine deposit pursuant to Chapter 7, Article III, section 7-59. (C) (1) The hearing shall be conducted promptly following the request for hearing. The responsible person may present any relevant evidence at the hearing which tends to show that the alleged violation has not occurred.
(2) The formal rules of evidence shall not apply and all relevant evidence customarily relied upon by reasonable persons in the conduct of serious business affairs shall be admissible, unless a sound objection warrants its exclusion. (3) The decision of the city manager's designee shall be final and exhaust the administrative process.
(D) The responsible person may seek judicial review of the hearing officer's decision by filing an appeal with the Ventura County Superior Court Clerk within 20 calendar days after the responsible person receives a copy of the notice of decision in accordance with Cal.

Gov't Code, Section 53069.4. Any appeal filed with the superior court shall contain a proof 39

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of service showing that a copy of the appeal was served upon the city. The responsible person must pay the appropriate filing fees.

SEC. 22-141. RESTORATION OF DISCONTINUED WATER SERVICE.

When water service is discontinued, the service shall be restored upon the following conditions:
(A) Proof submitted by the violator of correction of the condition or activity satisfactory to the city manager or his designee; and
(B) Payment of the estimated restoration charge, including the cost of any inspection fees or required staff time, and all other fees and charges still outstanding, including, but not limited to, fines and/or installation and removal charges for flow restrictors.

SEC. 22-142. LIMITATIONS ON CURTAILMENT.

Nothing contained in this article shall be construed to allow the city to curtail the supply of water to any customer when, in the discretion of the city manager or Ventura County Environmental Health Department, such water is required by that customer to maintain a minimum level of public health and safety.

SEC. 22-143. ENFORCEMENT PERSONNEL.

The employees of the police, fire, development services and public works departments and other designated persons shall be responsible for enforcement of the various sections of this article under their respective authority or as is specifically assigned to them by the city manager.

Part 4. Compliance with California Environmental Quality Act (CEQA). The City Council exercises its independent judgment and finds that this ordinance is not subject to CEQA pursuant to California Code of Regulations, Title 14, Chapter 3, sections: 15060(c)(2) (the activity will not result in a direct or foreseeable indirect physical change in the environment); 15060(c)(3) (the activity is not a project as defined in Section 15378); and 15061(b)(3), because the activity is covered by the general rule that CEQA applies on to projects that will have a significant effect on the environment. There is no possibility that the passage of this ordinance will have a significant effect on the environment and adoption of this ordinance is exempt from CEQA.

Part 5. Severability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unenforceable by a court of competent jurisdiction, the remaining portions of this Ordinance shall nonetheless remain in full force and effect. The Council of the City of Oxnard hereby declares that it would have adopted each section, subsection, sentence, clause, phrase, or portion of this Ordinance, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions of this Ordinance be declared invalid or unenforceable. 40

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Part 6. Pursuant to Cal. Gov. Code Section 36933(c)(1), the City Attorney was designated to prepare, and the City Clerk published, a summary of this ordinance, and a certified copy of the ordinance was posted in the Office of the City Clerk a minimum of five days before the City Council’s adoption of the ordinance.

Part 7. The City Clerk shall certify as to the adoption of this ordinance and shall cause the summary thereof to be published within fifteen (15) days of the adoption and shall post a certified copy of this ordinance, including the vote for and against the same, in the office of the City Clerk, in accordance with Government Code Section 36933. Ordinance No. ________was first read on November 1, 2022, and finally adopted on ___________________, 2022 to become effective thirty days thereafter.

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________________________
John C. Zaragoza, Mayor
ATTEST:
____________________________________________
Rose Chaparro, City Clerk
APPROVED AS TO FORM:
___________________________________________
Stephen M. Fischer, City Attorney
41 EXECUTIVE DEPARTMENT

STATE OF CALIFORNIA

PROCLAMATION OF A STATE OF EMERGENCY
WHEREAS climate change continues to intensify the impacts of droughts on our communities, environment, and economy, and California is in a second consecutive year of dry conditions, resulting in drought in all parts of the State and extreme or exceptiona l drought in most of the State; and
WHEREAS the meteorologica l summer in California and the rest of the western United States was the hottest on record; and WHEREAS on April 12, 2021, May l 0, 2021, and July 8, 2021, I proclaimed states of emergency to exist in the counties of Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Inyo, Kern, Kings, Lake, Lassen, Madera, Mariposa, Marin, Mendocino, Merced, Modoc, Mono, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Joaquin, San Luis Obispo, San Mateo, Santa Barbara, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba, due to severe drought conditions; and WHEREAS since my July 8, 2021 Proclamation, sustained and extreme high temperatures have increased water loss from reservoirs and streams, increased demands by communities and agriculture, and further depleted California's water supplies; and
WHEREAS the counties of Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Francisco, and Ventura are now experiencing severe drought conditions; and
WHEREAS long-term weather forecasts for the winter rainy season, dire storage conditions of California's largest reservoirs, low moisture content in native vegetation, and parched soils, magnify the likelihood that drought impacts will continue in 2022 and beyond; and WHEREAS the increasing frequency of multiyear droughts presents a significant risk to California's ability to ensure adequate water supplies for communities, agriculture, and fish and wildlife; and
WHEREAS the most impactful action Californians can take to extend available supplies is to re-double their efforts to voluntarily reduce their water use by 15 percent from their 2020 levels by implementing the commonsense measures identified in operative paragraph l of my July 8, 2021 Executive Order N-10-21; and
WHEREAS it is necessary to expeditiously mitigate the effects of the drought conditions to ensure the protection of health, safety, and the environment; and
WHEREAS under Government Code Section 8558(b), I find that the conditions caused by the drought, by reason of their magnitude, are or are likely to be beyond the control of the services, personnel, equipment, and facilities of any single local government and require the combined forces of a mutual aid region or regions to appropriately respond; and 42 WHEREAS under Government Code Section 8625( c), I find that local authority is inadequate to cope with the drought conditions; and WHEREAS to protect public health and safety, it is critical the State take certain immediate actions without undue delay to prepare for and mitigate the effects of the drought conditions, and under Government Code Section 8571, I find that strict compliance with various statutes and regulations specified in this Proclamation would prevent, hinder, or delay the mitigation of the effects of the drought conditions.

NOW THEREFORE, I, GAVIN NEWSOM, Governor of the State of California, in accordance with the authority vested in me by the State Constitution and statutes, including the California Emergency Services Act, and in particular, Section 8625, HEREBY PROCLAIM A STATE OF EMERGENCY to exist in the State due to drought in the remaining counties of Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Francisco, and Ventura, such that the drought state of emergency is now in effect statewide.

IT IS HEREBY ORDERED THAT:

1. All agencies of the state government are to utilize and employ state personnel, equipment, and facilities for the performance of any and all activities consistent with the direction of the Governor's Office of Emergency Services and the State Emergency Plan. Also, to protect their safety, all residents are to obey the direction of emergency officials with regard to this emergency in order to protect their safety.

2. The orders and provisions contained in my April 21, 2021, May 10, 2021, and July 8, 2021 Proclamations remain in full force and effect , except as modified herein. State agencies shall continue to implement all directions from those Proclamations and accelerate implementation where feasible.

3. Operative paragraphs 3, 5, 6, and 10 of my July 8, 2021 Proclamation are withdrawn and replaced with paragraphs 4 through 8 below.

4. Consistent with the policies stated in Water Code Section 1Ol 1.5(a), local agencies are encouraged to take actions to coordinate use of their available supplies and to substitute an alternate supply of groundwater from existing groundwater wells for the unused portion of surface water that the local agency is otherwise entitled to use.

For actions taken pursuant to this paragraph, the provisions of Chapter 3 ( commencing with Section 85225) of Part 3 of Division 35 of the Water Code and regulations adopted pursuant thereto are suspended for any (a) actions taken by state agencies pursuant to this paragraph, (b) actions taken by a local agency where the state agency with primary responsibility for implementing the directive concurs that local action is required, and (c) permits or approvals necessary to carry out actions under (a) or (b). The entities implementing this paragraph shall maintain on their websites a list of all activities or approvals that rely on the suspension of the foregoing Water Code provisions.
43 5. To support voluntary approaches where hydrology and other conditions allow, the State Water Resources Control Board (Water Board) shall expeditiously consider water transfer requests. For purposes of carrying out this paragraph, the following requirements of the Water Code are suspended:
a. Section l 726(d) requirements for written notice and newspaper publication, provided that the Water Board shall post notice on its website and provide notice through
electronic subscription services where interested persons can request information about temporary changes; and
b. Section l 726(f) requirement of a 30-day comment period , provided that the Water Board shall afford a 15-day
comment period.

6. As necessary to assist loca l governments and for the protection of public health and the environment, state agencies shall enter into contracts to arrange for the procurement of materials, goods, and services necessary to quickly assist with the response to and recovery from the impacts of the drought. Applicable provisions of the Government Code and the Public Contract Code, including but not limited to travel, advertising, and competitive bidding requirements, are suspended to the extent necessary to address the effects of the drought. Approval of the Department of Finance is required prior to the execution of any contract entered into pursuant to this provision.

7. To proactively prevent situations where a community runs out of drinking water, the Water Board, the Department of Water Resources, the Office of Emergency Services, and the Office of Planning and Research shall assist local agencies with identifying acute drinking water shortages in domestic water supplies, and shall work with local agencies in implementing solutions to those water shortages.

8. To preserve the State 's surface and groundwater supplies and better prepare for the potential for continued dry conditions next year, local water suppliers are directed to execute their urban Water Shortage Contingency Plans and agricultural Drought Plans at a level appropriate to local conditions that takes into account the possibility of a third consecutive dry year. Suppliers shall ensure that Urban and Agricultural Water Management Plans are up to date and in place.

9. The Water Board may adopt emergency regulations, as it deems necessary, to supplement voluntary conservation by prohibiting certain wasteful water practices. Wasteful water uses include:
a. The use of potable water for washing sidewalks, driveways, buildings, structures, patios, parking lots, or _other hard surfaced areas, except in cases where health and safety are at risk.
b. The use of potable water that results in flooding or runoff in gutters or streets.
44 c. The use of potable water, except with the use of a positive shut-off nozzle, for the individual private washing of motor vehicles.
d. The use of water to irrigate turf and ornamental landscapes during and within 48 hours after measurable rainfall of at least one-fourth of one inch of rain.
e. The use of potable water for irrigation of ornamental turf on public street medians.
f. The use of potable water for street cleaning or construction purposes, unless no other source of water or other method can be used or if necessary, to protect the health and safety of the public.
g. The use of potable water for decorative fountains or the filling or topping-off of decorative lakes or ponds, with exceptions for those decorative fountains, lakes, or ponds which utilize recycled water.

10.The California Department of Food and Agriculture, in collaboration with other relevant state agencies, shall evaluate water efficiency measures implemented in California agriculture over the past · several years and develop a report with recommendations on how to further increase efficiencies.

11. The Office of Emergency Services shall provide assistance under the authority of the California Disaster Assistance Act, Government Code section 8680 et seq., and California Code of Regulations, title 19, section 2900 et seq., as appropriate to provide for, or in support of, the temporary emergency supply, delivery, or both of drinking water or water for sanitation purposes.

12. For purposes of carrying out or approving any actions contemplated by the directives in operative paragraphs 5, 6, and 9, the environmental review by state agencies required by the California Environmental Quality Act in Public Resources Code, Division 13 (commencing with Section 21000) and regulations adopted pursuant to that Division are hereby suspended to the extent necessary to address the impacts of the drought.

For purposes of carrying out the directive in operative paragraph 4 and 7, for any (a) actions taken by the listed state agencies pursuant to that directive, (b) actions taken by a local agency where the Office of Planning and Research concurs that local action is required, and (c) permits necessary to carry out actions under (a) or (b), Public Resources Code, Division 13 (commencing with Section 21000) and regulations adopted pursuant to that Division are hereby suspended to the extent necessary to address the impacts of the drought. The entities implementing these directives shall maintain on their websites a list of all activities or approvals for which these provisions are suspended.

This Proclamation is not intended to, and does not, create any rights or benefits, substantive or procedural, enforceable at law or in equity, against the State of California, its agencies, departments, entities, officers, employees, or any other person.
45 I FURTHER DIRECT that as soon as hereafter possible, this Proclamation be filed in the Office of the Secretary of State and that widespread publicity and notice be given of this Proclamation .

IN WITNESS WHEREOF I have
hereunto set my hand and caused
the Great Seal of the State of
Ca · · ixed this 19th day
er
overnor of California
ATTEST:

SHIRLEY N. WEBER, PH..D.

Secretary of State
46 State of California DEPARTMENT OF WATER RESOURCES California Natural Resources Agency

CALIFORNIA STATE WATER PROJECT

NOTICE TO STATE WATER PROJECT CONTRACTORS

DWR 9625 (Rev. 3/12) Page 1 of 1
Date: March 18, 2022
Number: 22-03
Subject: 2022 State Water Project Table A Allocation Decrease from 15 to 5 Percent .

From: Original signed by
Ted Craddock
Deputy Director, State Water Project
Department of Water Resources
Based on the driest January and February in more than 100 years and other aspects of current water supply conditions, the Department of Water Resources (DWR) is decreasing the State Water Project (SWP) Table A Allocation from 15 percent to 5 percent of most SWP long-term contractors’ 2022 requested Table A amounts. Attached is the revised 2022 SWP allocation table.

In addition, DWR will continue to allocate water to meet the human health and safety (HH&S) needs as defined in NTC 21-07 issued on December 1, 2021. Please note that this revised Table A Allocation will continue to reduce, on a 1:1 basis, any HH&S need volumes that were previously identified in the SWP contractors’ submittals to DWR.

This Table A Allocation decrease is made consistent with the long-term water supply contracts, legal requirements, and public policy. In determining available SWP supplies, DWR has considered several factors including SWP contractors’ 2022 demand, existing storage in SWP conservation reservoirs, estimates of future runoff under very dry conditions, SWP operational and regulatory constraints such as, federal Endangered Species Act, California Endangered Species Act requirements, and water rights obligations under the State Water Resources Control Board’s authority. DWR may revise this and any subsequent allocations if warranted by the year’s developing hydrologic conditions and available SWP water supplies.

To develop the 5 percent water delivery schedule, DWR will utilize the SWP Contractors’ 5 percent schedules that were submitted in October 2021 (as part of initial requests), including any subsequent updates that may have been provided to DWR. If a Contractor foresees significant changes to previously submitted schedules (including HH&S needs), they are requested to communicate such changes to DWR at the earliest possible time.

DWR will provide approved monthly water delivery schedules to the SWP Contractors.

If you have any questions or need additional information, please contact John Leahigh, Water Operations Executive Manager, at (916) 902-9876.

Attachment
47 Attachment
2022 STATE WATER PROJECT ALLOCATION

SWP CONTRACTORS TABLE A
(Acre-Feet)
(1)

INITIAL REQUEST
(Acre-Feet)
(2)

APPROVED

ALLOCATION
(Acre-Feet)
(3)

PERCENT INITIAL

REQUEST

APPROVED
(4) = (3)/(2)

FEATHER RIVER
County of Butte 27,500 27,500 3,000 11%
Plumas County FC&WCD 2,700 2,700 135 5%
City of Yuba City 9,600 9,600 1,440 15%
Subtotal 39,800 39,800 4,575

NORTH BAY
Napa County FC&WCD 29,025 29,025 4,354 15%
Solano County WA 47,756 47,756 7,164 15%
Subtotal 76,781 76,781 11,518

SOUTH BAY
Alameda County FC&WCD, Zone 7 80,619 80,619 4,031 5%
Alameda County WD 42,000 42,000 2,100 5%
Santa Clara Valley WD 100,000 100,000 5,000 5%
Subtotal 222,619 222,619 11,131

SAN JOAQUIN VALLEY
Oak Flat WD 5,700 5,700 285 5%
County of Kings 9,305 9,305 466 5%
Dudley Ridge WD 41,350 41,350 2,068 5%
Empire West Side ID 3,000 3,000 150 5%
Kern County WA 982,730 982,730 49,137 5%
Tulare Lake Basin WSD 87,471 87,471 4,374 5%
Subtotal 1,129,556 1,129,556 56,480

CENTRAL COASTAL
San Luis Obispo County FC&WCD 25,000 25,000 1,250 5%
Santa Barbara County FC&WCD 45,486 45,486 2,275 5%
Subtotal 70,486 70,486 3,525

SOUTHERN CALIFORNIA
Antelope Valley-East Kern WA 144,844 144,844 7,243 5%
Santa Clarita Valley WA 95,200 95,200 4,760 5%
Coachella Valley WD 138,350 138,350 6,918 5%
Crestline-Lake Arrowhead WA 5,800 5,800 290 5%
Desert WA 55,750 55,750 2,788 5%
Littlerock Creek ID 2,300 2,300 115 5%
Metropolitan WDSC 1,911,500 1,911,500 95,575 5%
Mojave WA 89,800 89,800 4,490 5%
Palmdale WD 21,300 21,300 1,065 5%
San Bernardino Valley MWD 102,600 102,600 5,130 5%
San Gabriel Valley MWD 28,800 28,800 1,440 5%
San Gorgonio Pass WA 17,300 17,300 865 5%
Ventura County WPD 20,000 20,000 1,000 5%
Subtotal 2,633,544 2,633,544 131,679
TOTAL 4,172,786 4,172,786 218,908 5%
48 EXECUTIVE DEPARTMENT

STATE OF CALIFORNIA
EXECUTIVE ORDER N-7-22
WHEREAS on April 12, 202l, May l 0, 2021, July 8, 202l, and October 19, 2021, I proclaimed states of emergency that continue today and exist across a ll the counties of California, due to extreme and expanding drought conditions; and
WHEREAS climate change continues to intensify the impacts of droughts on our communities, environment, and economy, and California is in a third consecutive year of dry conditions, resulting in continuing drought in all parts of the State; and
WHEREAS the 21st century to date has been characterized by record warmth and predominantly dry conditions, and the 2021 meteorological summer in California and the rest of the western United States was the hottest on record; and
WHEREAS since my October 19, 2021 Proclamation, early rains in October and December 2021 gave way to the driest January and February in recorded history for the watersheds that provide much of California's water supply; and WHEREAS the ongoing drought will have significant, immediate impacts on communities with vulnerable water supplies, farms that rely on irrigation to grow food and fiber, and fish and wildlife that rely on stream flows and cool water; and
WHEREAS the two largest reservoirs of the Central Valley Project, which supplies water to farms and communities in the Central Valley and the Santa Clara Valley and provides critical cold-water habitat for salmon and other anadromous fish, have water storage levels that are approximately l .1 million acre-feet below last year's low levels on this date; and WHEREAS the record-breaking dry period in January and February and the absence of significant rains in March have required the Department of Water Resources to reduce anticipated deliveries from the State Water Project to 5 percent of requested supplies; and
WHEREAS delivery of water by bottle or truck is necessary to protect human safety and public health in those places where water supplies are disrupted; and
WHEREAS groundwater use accounts for 41 percent of the State's total water supply on an average annual basis but as much as 58 percent in a critically dry year, and approximately 85 percent of public water systems rely on groundwater as their primary supply; and
WHEREAS coordination between loca l entities that approve permits for new groundwater wells and local groundwater sustainability agencies is important to achieving sustainable levels of groundwater in critically overdrafted basins; and
49 WHEREAS the duration of the drought, especially following a multiyear drought that abated only five years ago, underscores the need for California to redouble near-, medium-, and long-term efforts to adapt its water management and delivery systems to a chang ing climate, shifting precipitation patterns, and water scarcity; and
WHEREAS the most consequential, immediate action Californians can take to extend available supplies is to voluntarily reduce their water use by 15 percent from their 2020 levels by implementing the commonsense measures identified in operative paragraph 1 of Executive Order N-10-21 (July 8, 2021 ); and
WHEREAS to protect public health and safety, it is critica l the State take certain immediate actions without undue delay to prepare for and mitigate the effects of the drought conditions, and under Government Code section 8571, I find that strict compliance with various statutes and regulations specified in this Proclamation would prevent, hinder, or delay the mitigation of the effects of the drought conditions.

NOW, THEREFORE, I, GAVIN NEWSOM, Governor of the State of California, in accordance with the authority vested in me by the State Constitution and statutes, including the California Emergency Services Act, and in particular, Government Code sections 8567, 8571, and 8627, do hereby issue the following Order to become effective immediately:

IT IS HEREBY ORDERED THAT:

1. The orders and provisions contained in my April 21, 2021, May 10, 2021, July 8, 2021, and October 19, 2021 Proclamations remain in full force and effect, except as modified by those Proclamations and herein.

State agencies shall continue to implement all directions from those Proclamations and accelerate implementation where feasible.

2. To help the State achieve its conservation goals and ensure sufficient water for essential indoor and outdoor use, I call on all Californians to strive to limit summertime water use and to use water more efficiently indoors and out. The statewide Save Our Water conservation campaign at SaveOurWater.com provides simple ways for Californians to reduce water use in their everyday lives. Furthermore, I encourage Californians to understand and track the amount of water they use and measure their progress toward their conservation goals.

3. By May 25, .2022, the State Water Resources Control Board (Water Board) shall consider adopting emergency regulations that include all of the following:
a. A requirement that each urban water supplier, as defined in section 10617 of the Water Code, shall submit to the Department of Water Resources a preliminary annual water supply and demand assessment consistent with section 10632.1 of the Water Code no later than June 1, 2022, and submit a fina l annual water 50 supply and demand assessment to the Department of Water Resources no later than the deadline set by section 10632.1 of the Water Code;
b. A requirement that each urban water supplier that has submitted a water shortage contingency plan to the
Department of Water Resources implement, at a minimum, the shortage response actions adopted under section 10632 of the Water Code for a shortage level of up to twenty percent (Level 2), by a date to be set by the Water Board; and
c. A requirement that each urban water supplier that has not submitted a water shortage contingency plan to the
Department of Water Resources implement, at a minimum,
shortage response actions established by the Water Board, which shall take into consideration model actions that the Department of Water Resources shall develop for urban water supplier water shortage contingency planning for Level 2, by a date to be set by the Water Board.

To further conserve water and improve drought resiliency if the drought lasts beyond this year, I encourage urban water suppliers to conserve more than required by the emergency regulations described in this paragraph and to voluntarily activate more stringent local requirements based on a shortage level of up to thirty percent (Level 3).

4. To promote water conservation, the Department of Water Resources shall consult with leaders in the commercial, industrial, and institutional sectors to develop strategies for improving water conservation, including direct technical assistance, financial assistance, and other approaches. By May 25, 2022, the Water Board shall consider adopting emergency regulations defining "non-functional turf" (that is, a definition of turf that is ornamental and not otherwise used for human recreation purposes such as school fields, sports fields, and parks) and banning irrigation of non-functional turf in the commercial, industrial, and institutional sectors except as it may be required to ensure the health of trees and other perennial non-turf plantings.

5. In order to maximize the efficient use of water and to preserve water supplies critical to human health and safety and the environment, Public Resources Code, Division 13 (commencing with section 21000) and regulations adopted pursuant to that Division are hereby suspended, with respect to the directives in paragraphs 3 and 4 of this Order and any other projects and activities for the purpose of water conservation to the extent necessary to address the impacts of the drought, and any permits necessary to carry out such projects or activities. Entities that desire to conduct activities under this suspension, other than the directives in paragraphs 3 and 4 of this Order, shall first request that the Secretary of the Natural Resources Agency make a determination that the proposed activities are eligible to be conducted under this suspension. The Secretary shall use sound discretion in applying this Executive Order to ensure that the suspension serves the purpose of accelerating conservation projects that are necessary to address impacts of the drought, while at the same time 51 protecting public health and the environment. The entities implementing these directives or conducting activities under this suspension shall maintain on their websites a list of all activities or approvals for which these provisions are suspended.

6. To support voluntary approaches to improve fish habitat that would require change petitions under Water Code section 1707 and either Water Code sections 1425 through 1432 or Water Code sections 1725 through 1732, and where the primary purpose is to improve conditions for fish, the Water Board shall expeditiously consider petitions that add a fish and wildlife beneficial use or point of diversion and place of storage to improve conditions for anadromous fish. California Code of Regulations, title 23, section 1064, subdivisions ( a) ( 1) (A) (i)-(ii) are suspended with respect to any petition that is subject to this paragraph.

7. To facilitate the hauling of water for domestic use by loca l communities and domestic water users threatened with the loss of water supply or degraded water quality resulting from drought, any ordinance, regulation, prohibition, policy, or requirement of any kind adopted by a public agency that prohibits the hauling of water out of the water's basin of origin or a public agency's jurisdiction is hereby suspended. The suspension authorized pursuant to this paragraph shall be limited to the hauling of water by truck or bottle to be used for human consumption, cooking, or sanitation in communities or residences threatened with the loss of affordable safe drinking water.

Nothing in this paragraph limits any public health or safety requirement to ensure the safety of hauled water.

8. The Water Board shall expand inspections to determine whether illegal diversions or wasteful or unreasonable use of water are occurring and bring enforcement actions against illegal diverters and those engaging in the wasteful and unreasonable use of water. When access is not granted by a property owner, the Water Board may obtain an inspection warrant pursuant to the procedures set forth in Title 13 (commencing with section 1822.50) of Part 3 of the Code of Civil Procedure for the purposes of conducting an inspection pursuant to this directive.

9. To protect health, safety, and the environment during this drought emergency, a county, city, or other public agency shall not:
a. Approve a permit for a new groundwater well or for alteration of an existing well in a basin subject to the Sustainable
Groundwater Management Act and classified as medium- or high-priority without first obtaining written verification from a Groundwater Sustainability Agency managing the basin or area of the basin where the well is proposed to be located that groundwater extraction by the proposed well would not be inconsistent with any sustainable groundwater management program established in any applicable Groundwater
Sustainability Plan adopted by that Groundwater Sustainability 52 Agency and would not decrease the likelihood of achieving a sustainability goal for the basin covered by such a plan; or b. Issue a permit for a new groundwater well or for alteration of an existing well without first determining that extraction of groundwater from the proposed well is (1) not likely to interfere with the production and functioning of existing nearby wells, and (2) not likely to cause subsidence that would adversely impact or damage nearby infrastructure.

This paragraph shall not apply to permits for wells that will provide less than two acre-feet per year of groundwater for individual domestic users, or that will exclusively provide groundwater to public water supply systems as defined in section 116275 of the Health and Safety Code.

10. To address household or small community drinking water shortages dependent upon groundwater wells that have failed due to drought conditions, the Department of Water Resources shall work with other state agencies to investigate expedited regulatory pathways to modify, repair, or reconstruct failed household or small community or public supply wells, while recognizing the need to ensure the sustainability of such wells as provided for in paragraph 9.

11. State agencies shall collaborate with tribes and federal, regiona l, and local agencies on actions related to promoting groundwater recharge and increasing storage.

12. To help advance groundwater recharge projects, and to demonstrate the feasibility of projects that can use available high water flows to recharge local groundwater while minimizing flood risks, the Water Board and Regional Water Quality Control Boards shall prioritize water right permits, water quality certifications, waste discharge requirements, and conditional waivers of waste discharge requirements to accelerate approvals for projects that enhance the ability of a local or state agency to capture high precipitation events for local storage or recharge, consistent with water right priorities and protections for fish and wildlife. For the purposes of carrying out this paragraph, Division 13 (commencing with section 21000) of the Public Resources Code and regulations adopted pursuant to that Division, and Chapter 3 ( commencing with section 85225) of Part 3 of Division 35 of the Water Code and regulations adopted pursuant thereto are hereby suspended to the extent necessary to address the impacts of the drought. This suspension applies to (a) any actions taken by state agencies, (b) any actions taken by local agencies where the state agency with primary responsibility for the implementation of the directives concurs that local action is required, and (c) permits necessary to carry out actions under (a) or (b). The entities implementing these directives shall maintain on their websites a list of all activities or approvals for which these provisions are suspended.

13. With respect to recharge projects under either Flood-Managed Aquifer Recharge or the Department of Water Resources Sustainable 53 Groundwater Management Grant Program occurring on open and working lands to replenish and store water in groundwater basins that will help mitigate groundwater conditions impacted by drought, for any (a) actions taken by state agencies, (b) actions taken by a loca l agency where the Department of Water Resources concurs that local action is required, and (c) permits necessary to carry out actions under (a) or (b), Public Resources Code, Division 13 (commencing with section 21000) and regulations adopted pursuant to that Division are hereby suspended to the extent necessary to address the impacts of the drought. The entities implementing these directives shall maintain on their websites a list of all activities or approvals for which these provisions are suspended.

14. To increase resilience of.state water supplies during prolonged drought conditions, the Department of Water Resources shall prepare for the potential creation and implementation of a multi-year transfer program pilot project for the purpose of acquiring water from willing partners and storing and conveying water to areas of need.

15. By April 15, 2022, state agencies shall submit to the Department of Finance for my consideration proposals to mitigate the worsening effects of severe drought, including emergency assistance to communities and households and others facing water shortages as a result of the drought, facilitation of groundwater recharge and wastewater recycling, improvements in water use efficiency, protection of fish and wildlife, mitigation of drought-related economic or water-supply disruption, and other potential investments to support short- and long-term drought response.

IT IS FURTHER ORDERED that as soon as hereafter possible, this Order be filed in the Office of the Secretary of State and that widespread publicity and notice be given of this Order.

This Order is not intended to, and does not, create any rights or benefits, substantive or procedural, enforceable at law or in equity, against the State of California, its agencies, departments, entities, officers, employees, or any other person.

IN WITNESS WHEREOF I have hereunto set
my hand and caused the Great Seal of the
State of California to be affixed this 28th
day of March 2022.

I I
,:, .l · I'
t (.1 I
l~~-~--

GAVIN NEWSOM
Governor of California
ATTEST:

SHIRLEY N. WEBER, PH.D.

Secretary of State
54 RESOLUTION OF THE BOARD OF DIRECTORS

OF THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA RESOLUTION 9305

DECLARING A WATER SHORTAGE EMERGENCY CONDITION AND IMPLEMENTING AN

EMERGENCY WATER CONSERVATION PROGRAM IN PORTIONS OF ITS SERVICE AREA WHEREAS, Severe Drought Conditions Are Constraining Available Water Supplies from Northern California.

Beginning in water year 2020 (October 1, 2019, to September 30, 2020), the watersheds supplying the California State Water Project (SWP) received below-average precipitation. The California Department of Water Resources (DWR) classified water years 2020 and 2021 as dry and critically dry, respectively. Persistent dry conditions will likely result in a critically dry designation for water year 2022.

The three-year sequence of water years 2020 - 2022 (October 1, 2019, through September 30, 2022) is projected to be the driest on record in California for statewide precipitation. Precipitation in Northern California during the three months from January through March 2022 was the driest on record for that region.

In addition to reduced precipitation since 2020, California’s climate is transitioning to a warmer setting in which historical relationships among temperature, precipitation, and runoff are changing. In 2021, the DWR’s snowmelt runoff forecast over-estimated the runoff that occurred by 68 percent. In 2022, DWR’s median runoff forecast for the Sacramento River dropped from 16.7 to 9.7 million acre-feet, a reduction of 42 percent.

WHEREAS, Governor Newsom Has Declared a State of Emergency to Exist in All California Counties Due to These Severe Drought Conditions.

On October 19, 2021, Governor Gavin Newsom declared a state of emergency to exist in all California counties due to worsening drought conditions. This proclamation follows other increasingly expansive drought declarations and executive orders that have been issued since April 2021.

At that time, Governor Newsom called on Californians to re-double their efforts to reduce water use by 15 percent and for local and regional water agencies to implement their Water Shortage Contingency Plans (WSCPs) “at a level appropriate to local conditions that takes into account the possibility of a third consecutive dry year.”
WHEREAS, Governor Newsom Has Issued an Executive Order Calling on Urban Water Suppliers to Activate Their Water Shortage Contingency Plans.

As part of their Urban Water Management Plans (UWMPs), local and regional water providers are required to prepare and adopt WSCPs. These plans identify voluntary and mandatory response actions that will be taken under various water shortage conditions. These actions may include mandatory conservation activities to reduce water use by 10 to 50 percent, depending on the severity of the shortage.

Due to worsening drought conditions, including a record-breaking dry period in January and February, Governor Newsom issued Executive Order N-7-22 on March 28, 2022, specifically requiring all urban water suppliers to implement, at a minimum, the response actions identified in their WSCPs for a shortage level of up to 20 percent (Level 2).

This executive order further encouraged urban water suppliers to conserve more than the minimum required and to voluntarily activate more stringent local requirements based on a shortage level of up to 30 percent (Level 3).
1 55
WHE
REAS, Metropolitan’s State Water Project Supplies Have Been and Are Being Curtailed.

On March 18, 2022, DWR reduced the SWP Table A allocation for 2022 from 15 to only five percent of contract amounts. Table A allocations for 2020 and 2021 were 20 and five percent, respectively. The last three years marks the lowest three-year combined deliveries of allocated water in the history of the SWP.

Three consecutive years of low Table A allocations have strained water supplies for portions of Metropolitan’s service area that currently are served primarily through the SWP. Referred to as the “SWP Dependent Area,” this area has limited or no access to Colorado River Supplies.

As a result, there will be insufficient SWP supplies this year to meet the minimum human health and safety (HH&S) needs in the SWP Dependent Area. HH&S needs are defined as “the amount of water necessary for prevention of adverse impacts to human health and safety, for which there is no feasible alternative supply.” In general, HH&S needs are limited to domestic supply, sanitation, public health and fire protection purposes, and cannot exceed 55 gallons per person per day.

To supplement the low Table A allocation, DWR has agreed to provide additional SWP supplies to SWP contractors if necessary to fulfill their unmet HH&S needs. However, DWR is requiring any SWP contractor receiving such supplies to impose mandatory restrictions on water use within its service area consistent with these emergency circumstances. DWR also is requiring any SWP water accessed for HH&S purposes be returned to the state within five years or as wetter conditions return.

WHEREAS, Metropolitan’s SWP Supplies Are Essential to Meet the Total Demands of Its Member Agencies.

Over the past 20 years, the SWP has provided about 30 percent of the region’s total water needs and a portion of the supply delivered to each of Metropolitan’s 26 Member Agencies.

Diamond Valley Lake, Metropolitan’s largest surface water reservoir and source of dry-year and emergency water supplies, has only been replenished with SWP supplies since the discovery of Quagga mussels in Colorado River water in Jan. 2007.

Under a five percent Table A allocation, Metropolitan cannot meet normal demands in the SWP Dependent Area, serve SWP supplies to other Member Agencies, or replenish storage in Diamond Valley Lake.

WHEREAS, Metropolitan, Its Member Agencies, and Others in the Region Have Taken Extraordinary Steps to Reduce Demands and Bolster Supplies.

In conjunction with its Member Agencies, counties, cities, and wholesale and retail water suppliers, Metropolitan decreased potable water demands within the service area by 40 percent, roughly 80 gallons per person per day, since 1990.

Metropolitan has invested $1.5 billion in conservation, local water recycling, and local groundwater recovery since 1990, resulting in a cumulative savings of nearly 7.6 million acre-feet.

Metropolitan has inve sted more than $3 billion in increasing storage capacity with Diamond Valley Lake and conveyance capacity with the Inland Feeder to capture SWP supply when available for later use in dry years.

Local water suppliers and communities have also made multi-billion-dollar strategic and forward-looking investments in water conservation (within and outside the MWD service area), water recycling, stormwater capture and reuse, groundwater storage, seawater desalination and other strategies to improve drought resilience.

Water conserved throughout the service area, among other things, has helped preserve storage in Metropolitan’s diverse storage portfolio during these dry conditions.

Continued action by Southern California residents to conserve water and extend local groundwater and surface water supplies will provide greater resilience if the drought continues in future years. 2 56
Metr
opolitan established the Member Agency Administered Program (MAAP) to assist Member Agencies in implementing local conservation activities. A portion of the funded projects can be used when water savings are not readily quantifiable, such as drought messaging and local water-use related code enforcement programs.

WHEREAS, Metropolitan and Its Member Agencies Have Taken Specific Actions to Preserve SWP Supplies.

Metropolitan and its Member Agencies have invested billions of dollars to preserve and enhance the availability and utilization of local supplies and, in turn, to decrease the overall use of Metropolitan’s imported supplies.

Metropolitan has established water management programs to increase Member Agency flexibility to shift from or temporarily defer taking Metropolitan’s supply from the SWP.

In 2021 and 2022, Metropolitan made targeted investments in its delivery system to reduce Member Agency dependency on SWP supplies. These investments have significantly improved operational flexibility, allowing delivery of water from either of Metropolitan’s two imported supply sources to most of the service area.

Metropolitan’s Member Agencies have, where feasible, operated their systems to reduce dependency on Metropolitan’s supply delivered through service connections fed from the SWP system.

On August 17, 2021, Metropolitan’s Board adopted a resolution declaring a “Condition 2 – Water Supply Alert” to preserve Metropolitan’s supply for the region.

On November 9, 2021, Metropolitan’s Board adopted a resolution recognizing the statewide drought emergency, declaring specified emergency conditions to exist within portions of its service area, and calling on Member Agencies to take various actions to preserve Metropolitan’s supply from the SWP. Among other things, Member Agencies were urged to make all reasonably practicable changes in their operations and to implement mandatory conservation and efficiency measures to reduce the use of SWP supplies.

WHEREAS, Metropolitan Has Determined that It Must Take Additional Actions Immediately to Conserve the Remaining Available SWP Supplies.

In December 2014, Metropolitan’s Board adopted a revised Water Supply Allocation Plan (WSAP) pursuant to which it may determine that a regional shortage exists, establish a regional shortage level, and impose an Allocation Surcharge on Member Agencies for water use above a predetermined allotment. The WSAP was designed and intended only for use during periods of regionwide water shortages and requires a more extended period to implement. As such, the current WSAP cannot effectively or efficiently address the water shortages anticipated to occur this year in the SWP Dependent Area.

Likewise, while actions being taken pursuant to the November 9, 2021, Board resolution are helpful, they are not sufficient to address in a timely manner the urgent circumstances present in the SWP Dependent Area.

That resolution specifically noted that if drought conditions persisted or worsened, Metropolitan’s Board would consider declaring a Water Shortage Emergency Condition and imposing appropriate regulations, restrictions and penalties to conserve Metropolitan’s water supplies.

Unfortunately, drought conditions have persisted, and the water supply outlook has worsened, particularly with respect to SWP supplies. Accordingly, Metropolitan believes it is necessary, desirable, and in the best interests of Metropolitan and its Member Agencies to declare that a Water Shortage Emergency Condition exists in the SWP Dependent Area, to adopt the framework for an Emergency Water Conservation Program encompassing the SWP Dependent Area, and to take certain other actions as set forth below and described in Board Letter 7-1 dated April 26, 2022, so as to reduce water use and preserve remaining SWP supplies.

Adopting an Emergency Water Conservation Program is consistent with actions taken by our Member Agencies and other retail agencies and will assist Metropolitan and its Member Agencies in public outreach efforts to communicate the severity of the current drought and the need for conservation and collective action. 3 57
Met
ropolitan further believes that it is necessary, desirable, and in the best interest of Metropolitan to work closely with Member Agencies to identify near-term actions to address this drought emergency and to grant the General Manager certain additional powers and authorities to assist in carrying out such activities promptly.

WHEREAS, Metropolitan Is Authorized and Required to Take These Additional Actions.

Article X, Section 2 of the California Constitution requires all water resources in the state to be put to beneficial use and prohibits the waste or unreasonable use of such resources. What constitutes reasonable use is dependent on exigent circumstances, and may change during periods of drought.

Water Code Section 350 et seq. re quires the distributor of a public water supply to declare that a water shortage emergency condition exists “whenever it finds and determines that the ordinary demands and requirements of water consumers cannot be satisfied without depleting the water supply needed for human consumption, sanitation, and fire protection.” Upon making such a declaration, the water supplier is authorized to adopt such regulations and restrictions as will, in its sound discretion, “conserve the water supply for the greatest public benefit with particular regard to domestic use, sanitation, and fire protection.” Water Code Section 375 et seq. aut horizes retail and wholesale water providers to adopt water and enforce conservation programs, which may include specific water-use limitations. Water providers may impose civil and criminal penalties for violating the requirements of such programs and/or may enforce water-use limitations by imposing “a volumetric penalty in an amount established by the public entity.” Water Code Section 10620 et seq. re quires every urban water supplier to prepare and adopt an UWMP, which must include a WSCP to be implemented during times of shortage. Governor Newsom has directed all urban water suppliers to implement, at a minimum, the response actions identified in their WSCPs for a shortage level of up to 20 percent (Level 2).

DWR is requiring any SWP cont ractor receiving HH&S supplies to impose mandatory restrictions on water use within its service area consistent with these emergency circumstances.

The Metropolitan District Act and Metropolitan’s Administrative Code authorize and support taking specific actions to address the current drought emergency. In particular, Administrative Code Section 4512 provides that deliveries of water “shall be subject to operational, supply or demand conditions, as determined by the General Manager.”
WHEREAS, Metropolitan Held a Noticed Public Hearing to Receive Input on These Additional Actions.

On April 26, 2022, a public hearing was held to receive input, comments, and/or protests on the proposed declaration of a Water Shortage Emergency Condition and adoption of the framework of an Emergency Water Conservation Program for the SWP Dependent Area, as well as the other actions set forth below and described in Board Letter 7-1 dated April 26, 2022. A copy of Board Letter 7-1 was posted on Metropolitan’s website (https://mwdh2o.legistar.com/Calendar.aspx) and was available for review prior to the hearing.

Notice of this hearing was published on April 14, 2022, in six different newspapers of general circulation encompassing all six counties within Metropolitan’s service area: Los Angeles Times (Los Angeles County), Orange County Register (Orange County), Inland Valley Daily Bulletin (San Bernardino County), Ventura County Star (Ventura County), Press Enterprise (Riverside County), and San Diego Union Tribune (San Diego County).

At this public hearing, Metropolitan’s Board received information, comments, testimony, and other evidence provided by Board members, Member Agency representatives, staff, and the public pertaining to these matters, and all persons present were given an opportunity to be heard.

NO
W, THEREFORE, BE IT RESOLVED that the Board of Directors of The Metropolitan Water District of Southern California hereby declares a Water Shortage Emergency Condition to exist in the SWP Dependent Area. Per this declaration, the Board calls on all Member Agencies to:
4 58
(1) Make
all possible changes in their operations to reduce their use of Metropolitan’s SWP supplies. (2) Immediately mandate and implement such conservation requirements, water-use efficiency measures, a
nd drought-related limitations consistent with their WSCPs and substantively conforming to the Emergency Water Conservation Program.

BE IT FURTHER RESOLVED that the General Manager is hereby authorized and directed to finalize and implement an Emergency Water Conservation Program in the SWP Dependent Area, subject to the following conditions:
(1) The Emergency Water Conservation Program shall conform to the framework outlined in Board L
etter 7-1, dated April 26, 2022. (A copy of this Board Letter may be accessed through Met
ropolitan’s website at https://mwdh2o.legistar.com/Calendar.aspx.) This framework includes volumetric penalties for non-compliance of up to $2,000 per acre-foot for use exceeding specified allocation limits.
(2) The Emergency Water Conservation Program shall include a provision for Memb er Agencies in the SWP Dependent Area to use 100 percent of their MAAP allocations for any conservation-related activities and projects, even where the water savings from such activities and projects are not readily qua
ntifiable. Uses of MAAP funding could include drought-related actions, messaging, and code enforcement. Upon termination of the Emergency Water Conservation Program, the MAAP allocations would revert back to the previously established formula for non-documented water-saving pr
ogram funding requests.
(3) The General Manager shall consult with all affected Member Agencies on the final terms of the Emergency Water Conservation Program.
(4) The General Manager shall finalize the Emergency Water Conservation Program within 30 days of Board adoption of this resolution.
(
5) The Emergency Conservation Program shall continue through Jun. 30, 2023, unless otherwise t
erminated as described below.

BE I
T FURTHER RESOLVED that the General Manager is hereby directed to continue the actions and activities specified in August 17, 2021, and November 9, 2021, Board resolutions, except as expanded or limited herein.

BE IT FURTHER RESOLVED that the Board hereby declares Metropolitan’s support for the Governor’s Executive Order N-7-22 and directs staff to work with the relevant state agencies to implement the Executive Order.

BE IT FURTHER RESOLVED that, should drought conditions persist in the coming months, or should demand management actions not sufficiently preserve available supplies, the General Manager may impose additional conditions or requirements as part of the Emergency Water Conservation Program described in Board Letter 7-1, which may include a prohibition on all outdoor uses of water or a requirement for affected Member Agencies to conform to specified volumetric limits.
5 59
I HER
EBY CERTIFY that the foregoing is a full, true, and correct copy of a resolution adopted by the Board of Directors of The Metropolitan Water District of Southern California at its meeting held on Apr. 26, 2022.

Secretary of the Board of Directors
of The Metropolitan Water District
of Southern California
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69 70
State of California
Office of Administrative Law
In re:

State Water Resources Control Board

NOTICE OF APPROVAL OF EMERGENCY

REGULATORY ACTION
Regulatory Action:

Title 23, California Code of Regulations
Adopt sections: 996
Amend sections:

Repeal sections:

Government Code Sections 11346.1 and
11349.6
OAL Matter Number: 2022-0606-03
OAS Makter Type: Emergency (E)
This emergency action by the State Water Resources Control Board adopts a new regulation which .requires urban water suppliers to submit preliminary supply and demand assessments to the Department of Water Resources and to implement Level 2 demand reduction actions (actions intended to result in a 10 to 20 percent savings).

The regulation bans the irrigation of non-functional turf with potable water in commercial, industrial, and institutional. sectors and establishes that such irrigation is an infraction punishable by a fine of up to five hundred dollars for each day in which. the violation occurs pursuant to Water Code section 1058.5(d).

OAL approves this emergency regulatory action pursuant to sections 11346.1 and 11349.6 of the Government Gode. Pursuant to Water Code section 1058.5(b}, the Finding of Emergency in this matter was exempt from Office of Administrative Law Review.

This emergency regulatory action is effective on 6/10/2022 and, pursuant to Water Cade section 1058.5(c), will expire on 6/1 Q/2023. The Certificate of Compliance far this action is due no later than 6/9/2023.

Date: June 10, 2022 ~ ~~„~, ~~-,
Dale Mentink`
Assistant Chief Counsel
For: Kenneth J. Pogue
Director
Original: Eileen Sobeck, Executive
Director
Copy: Garrett Lenahan
71 STATE OF CALIFORNIA—OPfICEOFADMINiSTRA E~nw For use by Secretary of State onlyNOTICE PUBLIC/~TIOIV ~n,sr~.aootRev.ionor9l ~ ~f1L FILE N07ICE FILE NUMBER REGULATORY ACTION NUMBEgR~ g~ ~g EMER~GEiNyC~Y NUMBER N1Jt~/I$~f~'a" ~~ e~ ~X ~ ~d ~ S7 ll ~ '~ ~ r ,~ ~ ~~~li~ ~~i" °• _ «<-~For use by Once of Administrative law (OAL) only ~,'.;?~ bffi~e c u ~ ~.e~ ,'~;1 ~,° ~;,;. _ ~(fhv S~.~ of ~~~nmi~
~~~~ s~,~, m~j rti r ~a-s~

NOTICE REGULATIONS
AGENCY WITH RULEMAKING AUTHORITY AGENCY FILE NUMBER (if any)State Water Resources Control Board A. PUBLICATION OF NOTICE (Complete for publication in Notice Register)1. SUBJECT OF NOTICE TITLES) FIRST SECTION AFFECTED 2. REQUESTED PUBLICATION DATE

3. NOTICE TYPE - 4. AGENCY CONTACT PERSON TELEPHONE NUMBER FAX NUMBER (Optional) ❑Notice re Proposed ("—► titherRe ulato `Action L_~
OAL USE ACTION ON PRppgSFD NOTICE NOTICE. R_FGISTER NUMBER '. Pl!BUCATlpN bATE~~~ Y HPP~oveaas APp~cvyas t" DisapProvh~+~S~bnnroea ~ MorliheU ~ Witharawn B. SUBMISSION OF REGULATIONS (Complete when submitting regulations)1a. SUBJECT OF REGULATION{S) ib. ALL PREVIOUS RELATED OAL REGULATORY ACTION NUMBERS) Water Demand Reduction Emergency Regulation

2. SPECIFY CALIFORNIA CODE Of REGULATIONS TITLES) AND SECTIONS) (including title 26, if toxics related) SECTIONS} AFFECTED A°oPT
{List all section number{s) 996
`individually. Attach aMeNo
_~cidi~a~al:_sF~eeh_6f~reeded.} __~_._ _--- ____ _._ ----_ ____ --TITLE(S) REPEAL 23 3. TYPE OF FILING
Regular Rulemaking {Gov. ❑Certificate of Compliance: The agency officer named ~ Emergency Readopt ~ Changes WithoutCode §11346) below certifies that this agency complied with the (Gov. Code, §11346.1 (h}) Regulatory Effect {CaLResubmittal of disapproved provisions of Gov. Code §§11346.2-11347.3 either Code Regs., title 1, §100}or withdrawn nonemergency before the emergency regulation was adopted or filing (Gov. Code §§11349.3, within the time period required by statute. ❑File &Print ~ Print Oniy11349.4) Emergency (Gov. Code, ~ Resubmittal of disapproved or withdrawn o ocher {sPe~~~> Wafer Code Section 1058.5§11346.1(b)) emergency filing (Gov. Code, §11346.1)

4. ALL BEGINNING AND ENDING DATES OF AVAILABILITY OF MODIFIED REGULATIONS AND/OR MATERIAL ADDED TO THE RULEMAKING FILE (Cal. Code Regs. line 1, §44 and Gov. Code §11347.1)

5. EFFECTIVE DATE OF CHANGES (Gov. Code, §§ 11343.4, 11346.1(d}; Cai. Code Regs., title 1, §100 )Effective January 1, April 1, July 1, or x Effective on filing with §100 Changes Without Effective otherOctober 1 (Gov. Code §11343.4(a)) ❑Secretary of State ❑Regulatory Effect ❑(Specify)

6. CHECK IF THESE REGULATIONS REQUIRE NOTICE T0, OR REVIEW, CONSULTATION, APPROVAL OR CONCURRENCE BY, ANOTHER AGENCY OR ENTITYDepartment of Fnance (Form STD. 399) {SAM §6660) ~ Fair Political Practices Commission ~ State Fire Marshal Other {Specify)

7. CONTACT PERSON TELEPHONE NUMBER FAX NUMBER {Optional) E-MAIL ADdRESS (Optional)Garrett Lenahan 916 341-5179

8. (certify that the attached copy of the regulations) is a true and correct copy For use by Office of Administrative Law (OAL) onlyof the regulation{s) identified on this form, that the information specified on this formis true and correct, and #hat I am the head of the agency taking this action,or a designee of the head of the agency, and am authori2ed to make this certification.

SIGNATURE OF AGENCY HEAD OR DESIGNEE PATE
Eric Oppenheimer °'g7a1ySgnedbyEncOp°~ibe1nef 6/612022J.~te:20]IA6➢614:24:44 -0]'00'

TYPED NAME AND TITLE OF SIGNATORY
Eric Oppenheimer, Chief Deputy Director, State Water Resources Control Board 72 ADOPTED EMERGENCY REGULATION TEXT
Title 23. Waters
Division 3. State Water Resources Control Board and Regional Water Quality Control Boards
Chapter 3.5. Urban Water Use Efficiency and Conservation Article. 2. Prevention of Drought Wasteful Water Uses
996. Urban Drought Response Actions
~a) As used in this section:
(1) "Commercial, industrial and institutionaP' refers to commercial water users, industrial water users, and .institutional water users as respectively defined in Water Code, section 10608:12. subdivisions (e), {i ,and (j), and includes homeowners' associations, common interest developments, community service organizations, and other similar entities but does not include the residences of these entities' members or separate interests. ~2) "Common interest development' has the same meaning as in section 4100 of the Civil Code.
~3) "Community service organization or similar entity" has the same meaning as in :section 4110 of the Civi( Code.
~4) "Homeowners' association" means an "association" as defined in section 4080 of the Civil Code.
(5} "Non-functional turf" means turf that is solely ornamental and not rec~ularly used for human recreational purposes or for civic or community events. Non-functional turf does not include sports fields and turF that is regularly used for human recreational purposes or for civic or community events.
(6} "Plant factor" has the same meaninct as in section 491. ~7) "Separate interest" has the same meaning as in section 4185 of the Civil Code. (8) "Turf" has the same meaning as in section 491.
(9} "Urban water supplier" has the same meaning as Water Code section 10617. (10) "Water shortage contingenc rLplan" means the plan required by Water Cade section 10632.
(b) Each urban water supplier shall submit to the Department of Water Resources a preliminary annual water su~ply and demand assessment consistent with section 10632.1 73 of the Water Cade no later than June 1 2022 or the effective date of this section whichever comes later, and submit a final annual water supply and demand assessment to the Department of Water Resources no later than the deadline set by section 10632.1 of the Water Code.
(i) The supplier's annual water supply and demand assessment submitted to the Department of Water`Resources demonstrates an ability to maintain reliable suppix until September 30, 2023.

Department of Water Resources.
(iii) The supplier's average number of gallons of water used per person per day by to twenty (20) gercent (Level ~, implement at a minimum the following actions:
(1) Initiate a public information and outreach campaign for water conservation and promptly and effectively reach the supplier's customers, using efforts such as ema papermail, bill inserts, customer app notifications, news articles, websites, comma events radio and television billboards and social media. potable water befinreen the hours of 10:00 a.m. and 6:00 p.m.

Level 2~
(2 Notwithstanding subdivision (c)(1), urban water suppliers shall not be required to implement new residential connection moratoria pursuant to this section. residential customers for the year 2020 is below 55 gallons, as reported to the Board in the :Electronic Annual Report.
74 has authority to enforce, as infractions, the prohibitions in section 995 and takes enforcement against violations.
(e) t1) To prevent the unreasonable use of water and to promote water conservation, the use: of potable water is prohibited for the irrigation of non-functional turf at commercial, industrial and institutional sites.
(2~ Notwithstanding subdivision (e)(1~, the use of water is not prohibited by this section to the extent necessary to ensure the health of trees and other perennial non-turf plantings or to the extent necessary to address an immediate health and safety need. (3) Notwithstanding subdivision (e)(1 ~, an urban water supplier may approve a request for continued irrigation of non-functional turFwhere the user certifies that the turf is a low water use plant with a plant factor of 0.3 or less, and demonstrates the actual use is less than 40% of reference evapotranspiration.
criminal
(g) A decision or order issued under this section ~ the Board, or an officer or employee the Board, is subject to reconsideration under article 2 (commencing with section 1122) c chapter 4 of part 1 of division 2 of the Water Code.

Authority: Section 105$.5, Water Code.

References: Article X Section 2 California Constitution' Sections 4080 4100 4110 and 4185 Civil Gode~ Section 8627.7 Government Code' Sections 102 104 105 275 350

3.77, 491, 1058.5, 1122. 10608.12, 10617, 10632, and 10632.1, Water Code; Lic~hf v. Sf~ Water Resources Control Board (2Q14) 226 Cal.App.4th 1463; Stanford Vina Ranch lrrigation Co. v. State of California (20201 50 Cal.App.5th 976 75 CITY COUNCIL AGENDA REPORT

INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. K.3

DATE: December 20, 2022

TO: City Council

FROM: Michael Wolfe, Public Works Director, (805) 385-8055, [email protected]

SUBJECT: Adoption of Ordinance No. 3020 Amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code.

RECOMMENDATION

That the City Council adopt the 2022 Speed Limit Ordinance No. 3020 amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code, which is entitled:

"ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OXNARD AMENDING SPEED LIMITS".

(Public Works and Transportation Committee approved 2-0.)

BACKGROUND

The California Vehicle Code (CVC) Section 627 and as recommended by the California Department of Transportation Manual on Uniform Traffic Control Devices (CA-MUTCD), requires that speed limits be established based on an Engineering and Traffic Survey (E&TS). However, per CVC Section 40802(c) the established speed limits may remain enforceable for a total of seven (7) years if the arresting officer has completed a radar operating course of not less than 24 hours. In addition, CVC Section 40802(c) states that the enforceable speed limits may be extended to 10 years if a registered engineer has reviewed the selected roadway segments and determined that no significant changes to the roadway or traffic conditions have occurred since the prior Engineering and Traffic Survey was approved.

A speed limit ordinance (Ordinance No. 2941) was enacted in May 2018 based on the speed surveys conducted in 2017 and 2018 by the City Consultant and Police staff. If an E&TS is not completed every five to ten years, it inhibits the City’s ability to effectively enforce and prosecute speeding violations. Radar enforcement is specifically prohibited on any street segment without a current E&TS.

CVC 627 defines the requirements of an E&TS:
 The accident record for the surveyed street segments for the most recent three years;  Highway, traffic, and roadway conditions not readily apparent to the driver;  Prevailing speeds of free-flowing traffic as determined by traffic engineering measurements or samplings; and  Additional factors to consider: residential and business density and pedestrian and bicycle safety.

According to the 2019 Caltrans California Manual for Setting Speed Limits, speed limits are established at or near the 85th percentile speed. The 85th percentile speed is that speed at or below which 85 percent of the traffic is moving. Speed limits established on the basis of the 85th percentile speed conform to the consensus of drivers of reasonable and prudent speed, rather than the judgment of one or few drivers. Speed limits set at or near the 85th percentile provide law enforcement officers with a limit to cite drivers who do not conform to what the majority considers reasonable and 76 prudent.

When a speed limit is to be posted, it shall be established at the nearest five-mph increment to the 85th percentile speed, rounding as standard mathematical rounding directs. However, under some circumstances, the posted speed limit may be reduced by five-mph from the 85th percentile speed. If a 5-mph reduction is justified, the E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The factors justifying such a reduction include the collision history, any unusual road characteristics, residential and business density, and pedestrian and bicycle safety in accordance with CVC 627.

CVC 21400 (b) allows for setting the speed limit at the five-mph increment below the 85th percentile even if mathematical rounding would require the speed to be posted above the 85th percentile. However, if this option is used, then the additional five-mph reduction mentioned above cannot be applied. In effect, this law allows an engineer to round down to the nearest increment of the 85th instead of up but does not allow the engineer to take a further reduction.

State Assembly Bill No. 43 became law on January 1, 2022, and following are some of the key elements of the bill:
 This bill would authorize local authorities to consider the safety of vulnerable pedestrian groups, as specified.  This bill would establish a prima facie speed limit of 25 miles per hour on state highways located in any business or residence district and would authorize the Department of Transportation (Caltrans) to change the speed limit on any such highway, as prescribed, including erecting signs to give notice thereof.  This bill would additionally authorize Caltrans and a local authority to declare a speed limit of 20 or 15 miles per hour, as specified, on these highways.
 The bill would, in some circumstances, authorize the reduction of a speed limit beginning June 30, 2024, or when the Judicial Council has developed an online tool for adjudicating traffic infraction violations, whichever is sooner.
 This bill would extend the period that a speed limit justified by a traffic and engineering survey conducted more than 7 years ago remains valid, for purposes of speed enforcement, if evaluated by a registered engineer, as specified, to 14 years.

DISCUSSION

The California Manual for Setting Speed Limits was utilized in this Study. It involves three major data collection and analysis categories: roadway characteristics, collision rate, and spot speed survey.

Streets are typically split into sections that have similar physical attributes. Please note that not all streets are required to have speed surveys done to determine the speed limit. Streets are selected City-wide that have non-statutory speed limits.

Typically, all arterials and collector streets are included in the speed survey. New street segments are added for the speed survey due to the change in the roadway segments and/or recommendations from the Police staff.

Also, State Assembly Bill No. 43 legislation was considered along with the recently completed traffic speed surveys and analysis of collision data and field conditions to set the speed limits that staff recommend for 175 road segments on 49 streets located citywide in Oxnard.

Roadway Characteristics
As a part of this Study, the following were recorded: roadway characteristics, location of speed limit signs, conditions not readily apparent to the driver, type of area adjoining the street (school zone, parks, residential, commercial, etc.), and type of roadway (divided, undivided, number of lanes, bicycle lanes, sidewalks, etc.). The roadway characteristics recorded were used to determine the recommended speed limits in accordance with CVC Section 627. The surveyed roadway characteristics are indicated for each road segment in the attached E&TS Summary (Exhibit A).

Collision Rate Analysis
The collision rate for the roadway sections was analyzed based on the most recent collision records from the Statewide Integrated Traffic Records System (SWITRS) as required by CVC Section 627. Based on a review of the collision records from January 2017 to December 2019, mid-block collision rates were calculated for each street segment.

77 The results of the collision rate calculations, including the Average Expected Accident Rates for each type of roadway facility, are shown in the attached E&TS Summary (Exhibit A). The table below lists the Average Expected Accident Rates based on the latest average rate for each type of roadway in the City of Oxnard, derived from the 2019 Crash Data on California State Highways published by Caltrans.

Table 1.

Roadway Type Average Expected Accident Rate
5-6 lanes divided (<45mph) 1.06
5-6 lanes divided (>=45mph) 1.00
5-6 lanes undivided (<45mph) 1.37
5-6 lanes undivided (>=45mph) 3.02
4 lanes divided (<45mph) 0.91
4 lanes divided (>=45mph) 0.90
4 lanes undivided (<45mph) 0.94
4 lanes undivided (>=45mph) 0.67
3 lanes 1.17
2 lanes (<45mph) 1.20
2 lanes (>=45mph) 0.82

The mid-block collision rate in terms of “collision per 1,000,000 vehicle miles of travel” for each street surveyed was calculated and the collision rates for each segment are shown in the attached E&TS Summary (Exhibit A).

Speed Survey
The E&TS and Spot Speed Survey (Engineering and Speed Survey) were conducted by the City’s on-call traffic engineering firm, LSY Enterprise, Inc., and under the supervision of a registered Traffic Engineer in the State of California. Spot speed surveys were conducted at each roadway segment to establish a reasonable and prudent speed limit based on the premise that the established speed limit conforms to most motorists' actual behavior.

The summary of the Engineering and Traffic Survey data and analysis for each of the surveyed 175 roadway segments is provided in Exhibit A.

PROPOSED CHANGES TO SPEED LIMITS

The “existing speed vs. proposed speed limits” table provided in Exhibit A identifies the streets surveyed for this update and provides a comparison to current speed limits. Based on the E&TS study for the 175 roadway segments, staff recommend:
 Decrease speed limit for 10 roadway segments,
 Establish new speed limits for 3 roadway segments, and  Current speed limits be re-established for the remaining 162 roadway segments.

Table 2.

Decrease Speed Limit
78 Street From To Posted Speed Limit
(mph)
Recommended Speed
Limit (mph)
Del Norte
Blvd
Fifth St Camino Del Sol 50 45
Gonzales
Rd
Ventura Rd H St 45 40
Gonzales
Rd
H St Oxnard Blvd 45 40
Hemlock
St
Victoria Ave Patterson Rd 40 35
Lombard
St
Gonzales Rd 150 feet n/o of
Posada Dr
35 30
Oxnard
Blvd
Town Center Dr Wagon Wheel Rd 50 45
Oxnard
Blvd
Wagon Wheel Rd Vineyard Ave 50 45
Oxnard
Blvd
Rose Ave Channel Islands
Overcrossing
55 50
Oxnard
Blvd
Channel Islands
Overcrossing
Pleasant Valley Rd 60 55
Ventura
Blvd
Vineyard Ave Balboa St 40 35

Table 3.

Establish New Speed Limit
Street From To Posted Speed Limit
(mph)
Recommended Speed Limit
(mph)
Etting Rd Pleasant Valley
Rd
East City Limit N/A 30
Fifth St Rice Ave Del Norte Blvd N/A 55
Maulhardt
Rd
Dodge Rd Pleasant Valley
Rd
N/A 25

On November 1, 2022, the City Council by unanimous vote introduced by title only, waiving further reading, the 2022 Speed Limit Ordinance No. 3020. If adopted, the ordinance will become effective 30 days after the date of adoption.

STRATEGIC PRIORITIES

79 FINANCIAL IMPACT

The estimated cost for changing and/or adding speed limit signs for the 13 roadway segments is $5,000, which includes the cost of new signs and staff time. Funds are available in the approved FY 2022-23 Adopted General Fund Budget of the Streets Division to sufficiently cover the estimated costs of the signs.

COMMITTEE OUTCOME

The Public Works and Transportation Committee approved 2-0 on October 11, 2022 to approve the staff recommendation and to forward the item for Council approval.

Prepared by: Tatiana Arnaout, City Engineer

ATTACHMENTS

1. Proposed 2022 Speed Limit Ordinance

2. Speed Limit Ordinance - 2941 (May 22, 2018)

3. Exhibit A 2022 Engineering and Traffic Survey
80 CITY COUNCIL OF THE CITY OF OXNARD
ORDINANCE NO. ___

ORDINANCE OF THE CITY COUNCIL OF THE CITY OFOXNARD AMENDING SPEED LIMITS WHEREAS,speedlimitsonstreetsthatdonothavestatutoryspeedlimitsarerequiredto besurveyedevery5 yearsbyCaliforniaVehicleCodeSections627and40802,withtheabilitytoextendto7yearsand10yearsprovidedconditionshavenotchanged significantly; and WHEREAS,residentialstreets,commercial(downtown)districts,alleysandfreeways have statutory speed limits; and WHEREAS,the85th-percentilespeed,whichis thespeedat which85%ofvehiclesduringasurveytravel,iswhattheCityusestoestablishspeedlimitsonstreetsthat do not haveprima faciespeed limits set by theVehicle Code; and WHEREAS,CityConsultantconductedEngineeringandTrafficSurveysinJuneand July of 2022 to determine the 85th-percentile speed; and WHEREAS,severalelementsofStateAssemblyBill43wasusedindeterminingthe proposed changes to speed limits; and WHEREAS,based on those speed surveys,City staff preparedrecommendations for changes to existing speed limits; and WHEREAS,theOxnardCityCouncilnowwishestoamendthespeedlimitsinthe City of Oxnard listed in Oxnard City Code Section 8-2.

NOW, THEREFORE,theCityCouncilof theCityof Oxnarddoesordainasfollows:

Part1: ThechartinCityCodeSection8-2isherebyamendedtoreadasfollows Street From To Speed Limit(mph)A Street First Street Robert Avenue 25Auto Center DriveRose Avenue Paseo Mercado 40Paseo Mercado Santa Clara 40Bard Road J Street Saviers Road 30Saviers Road San Juan Avenue 35San Juan Avenue Rose Avenue 35 81 Ordinance No. ______Page2
Rose Avenue Pleasant ValleyRoad
35 C Street Pleasant ValleyRoad
Bard Road 25
Bard Road Channel IslandsBoulevard
25 Channel IslandsBoulevard
Elm Street 30
Elm Street Wooley Road 30Wooley Road Second Street 30Second Street Doris Avenue 30Doris Avenue Glenwood Drive30Glenwood Drive Gonzales Road 30Gonzales Road Citrus Grove Lane30Citrus Grove LaneC Street Oxnard Boulevard30Camino Del SolEntrada Drive Rose Avenue 45Rose Avenue Lombard Street 45Lombard Street Rice Avenue 45Rice Avenue Kinetic Drive 45Kinetic Drive Del NorteBoulevard 45 ChannelIslandsBoulevard
Harbor BoulevardVictoria Avenue 45Ventura Road J Street 35J Street Saviers Road 35Saviers Road Paula Street 35Paula Street Oxnard Boulevard40Oxnard BoulevardRice Avenue 40Del NorteBoulevard Fifth Street Camino Del Sol 45Camino Del Sol Lunar Court 50Lunar Court Highway 101 50Doris Avenue Patterson Road Ventura Road 45Ventura Road F Street 25E Street Wooley Road Fifth Street 25Eastman Avenue Lombard Street Rice Avenue 40Rose Avenue Lombard Street 40Emerson Avenue Pacific Avenue Rose Avenue 40Rose Avenue El Dorado Avenue 40Etting Road Pleasant ValleyRoad East City Limits 30
Fifth Street Victoria Avenue Ventura Road 45Ventura Road C Street 35Oxnard BoulevardRail Road Tracks 35Rail Road Tracks Richmond Avenue 35 82 Ordinance No. ______Page3
Richmond Avenue Rose Avenue 35Rose Avenue Rice Avenue 55Rice Avenue Del NorteBoulevard 55 Gary Drive Albany Drive Rose Avenue 30Gonzales RoadVictoria Avenue Merion Way 45Merion Way Patterson Road 45Patterson Road Ventura Road 45Ventura Road H Street 40H Street Oxnard Boulevard40Oxnard BoulevardSnow Avenue 45Snow Avenue Rose Avenue 45Rose Avenue Lombard Street 45Lombard Street Rice Avenue 45Graves Avenue Celsius Avenue Latigo Avenue 40Latigo Avenue Wankel Way 40H Street Violet Way Vineyard Avenue 40Vineyard Avenue Gonzales Road 40Gonzales Road Doris Avenue 30Doris Avenue Second Street 30Second Street Fifth Street 30Harbor BoulevardBluefin Circle La Brea Street 40La Brea Street Channel IslandsBoulevard 40 Channel IslandsBoulevard
Eastbourne Bay50
Eastbourne Bay Wooley Road 50Wooley Road Fifth Street 50HarborBoulevardFrontage Beach Way Wooley Road 15Wooley Road Channel Way 15Hemlock StreetVictoria Avenue Patterson Road 35Patterson Road Ventura Road 35Hobson Way Ninth Street Fifth Street 30Hueneme RoadJ Street Saviers Road 45Saviers Road Edison Drive 45J Street Hueneme Road Pleasant ValleyRoad 30 Pleasant ValleyRoad
Bard Road 30
Bard Road Teakwood Street30Teakwood Street Channel IslandsBoulevard 30 83
Ordinance No. ______Page4
Channel IslandsBoulevard
Hill Street 30
Hill Street Ninth Street 30Lockwood StreetRose Avenue Eastern Terminal 35Lombard StreetGonzales Road 150' n/o PosadaDrive 30 Eastman Avenue Camino Del Sol 40MandalayBeachRoad
Beach Way Wooley Road 25Wooley Road Fifth Street 25Maulhardt RoadDodge Road Pleasant ValleyRoad 25 Ninth Street Ventura Road Hobson Way 40Olds Road Sanford Street Etting Road 25Oxnard BoulevardForest Park Blvd Town Center Drive35Town Center DriveWagon WheelRoad 45 Wagon Wheel RoadVineyard Avenue 45Vineyard Avenue Gonzales Road 45Gonzales Road Robert Avenue 45Robert Avenue Second Street 35Second Street Seventh Street 30Seventh Street Wooley Road 30Wooley Road Rail Road Tracks 40Rail Road Tracks Rose Avenue 45Rose Avenue Channel IslandsOverpass 50 Channel IslandsOverpass
Pleasant ValleyRoad
55 Pacific Avenue Statham BoulevardWooley Road 35Wooley Road Fifth Street 35Patterson RoadDoris Avenue Gonzales Road 40Gonzales Road Vineyard Avenue 40Hemlock Street Wooley Road 45Wooley Road Fifth Street 45Peninsula RoadSouth Terminal Channel IslandsRoad 25 Perkins Road Hueneme Road Pleasant ValleyRoad
25 Pleasant ValleyRoad
J Street Saviers Road 35Saviers Road Squires Drive 35Squires Drive Rose Avenue 45Rose Avenue Bard Road 45Bard Road SR-1 45Rice Avenue Fifth Street Camino Del Sol 50 84 Ordinance No. ______Page5
Camino Del Sol Latigo Avenue 50Latigo Avenue Gonzales Road 50Gonzales Road 101 South Bound50101 South BoundCity Limits 40Rose Avenue Sanford Street Bard Road 45Bard Road Channel IslandsBoulevard 45 Channel IslandsBoulevard
Emerson Avenue 45
Emerson Avenue Wooley Road 45Wooley Road Fifth Street 45Fifth Street Camino Del Sol 40Camino Del Sol Gonzales Road 45Gonzales Road Highway 101 40Highway 101 Collins Street 40Saviers Road Hueneme Road Pleasant ValleyRoad 40 Pleasant ValleyRoad
Bard Road 40
Bard Road Channel IslandsBoulevard
40 Channel IslandsBoulevard
Elm Street 40
Elm Street Wooley Road 40Second Street Ventura Road H Street 35StathamBoulevard Channel IslandsBoulevard
Oxnard Boulevard40
Sturgis Road Lombard Street Elevar Street 40Elevar Street Del NorteBoulevard 40 Teal Club RoadVictoria Avenue Patterson Road 35Patterson Road Ventura Road 35Third Street A Street Juanita Avenue 35Juanita Avenue Rose Avenue 40VenturaBoulevard Auto Center DriveSanta ClaraAvenue
35 Vineyard Avenue Balboa Street 35Balboa Street Rose Avenue 40Ventura Road Channel IslandsBoulevard Hemlock Street 45
Hemlock Street Wooley Road 45Wooley Road Fifth Street 45Fifth Street Second Street 45Second Street Doris Avenue 45 85 Ordinance No. ______Page6
Doris Avenue Gonzales Road 45Gonzales Road Vineyard Avenue 45Vineyard Avenue RR Crossing 50RR Crossing Town Center Drive40Victoria Avenue Santa Clara RiverBridge Gonzales Road 55
Gonzales Road Doris Avenue 55Doris Avenue Teal Club Road 55Teal Club Road Fifth Street 55Fifth Street Wooley Road 50Wooley Road Hemlock Street 50Hemlock Street Curlew Way 50Curlew Way Lake Shore Drive50Vineyard Avenue City Limits Forest ParkBoulevard 45 Forest ParkBoulevard
Highway 101 35
Highway 101 Oxnard Boulevard35Oxnard BoulevardH Street 45H Street Ventura Road 40Ventura Road Patterson Road 40Wooley Road Harbor BoulevardTradewinds Drive45Tradewinds DriveVictoria Avenue 45Victoria Avenue Patterson Road 45Patterson Road Ventura Road 45Ventura Road H Street 40E Street Oxnard Boulevard40Oxnard BoulevardRichmond Avenue 40Richmond Avenue Rose Avenue 40

Part2: Ifforanyreasonthisordinanceisheldinvalidorunenforceable,theCityCouncilintendsthattheordinanceprovisionswhichwouldhavebeenrepealedbythis ordinance remain in effect as if this ordinance had not been adopted.

Part3: If for anyreasonanypartof thisordinanceis heldinvalidorunenforceable,theCouncilintendsthattheremainingpartsofthisordinanceremainineffect.Part 4: This ordinance shall be codified.

Part5: Pursuantto GovernmentCodesection36933(c)(1),the CityAttorneywasdesignatedtoprepare,andtheCityClerkpublished,a summaryofthis 86 Ordinance No. ______Page7
ordinance,anda certifiedcopyoftheordinancewaspostedintheOfficeoftheCityClerk a minimum of five days before the City Council’s adoption of the ordinance.

Part6: TheCityClerkshallcertifyastotheadoptionofthisordinanceandshallcausethesummarythereofto be publishedwithin15 calendardaysof theadoptionandshallposta certifiedcopyof thisordinance,includingthevoteforandagainstthesame,intheofficeoftheCityClerk,inaccordancewithGovernmentCodesection36933.OrdinanceNo.________wasfirstreadon_______________,2022,finallyadoptedon______________,2022,andwillbecomeeffective30daysafterfinaladoption.

APPROVEDandADOPTEDthis____dayof ______________,2022,bythefollowing vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_______________________________John C. Zaragoza, MayorATTEST:
_________________________________Rose Chaparro, City Clerk APPROVED AS TO FORM:
_________________________________Stephen M. Fischer, City Attorney 87 88
89 90
91 92
93 Existing Speed vs. Proposed Speed Limit
94 1 A Street First Robert Ave 25 25
2 Auto Center Dr Rose Ave Paseo Mercado 40 40
3 Auto Center Dr Paseo Mercado Santa Clara 40 40
4 Bard Rd J Street Saviers Rd 30 30
5 Bard Rd Saviers Rd San Juan Ave 35 35
6 Bard Rd San Juan Ave Rose Ave 35 35
7 Bard Rd Rose Ave Pleasant Valley Rd 35 35
8 C Street Pleasant Valley Rd Bard Rd 25 25
9 C Street Bard Rd Channel Islands 25 25
10 C Street Channel Islands Blvd Elm St 30 30
11 C Street Elm St Wooley Rd 30 30
12 C Street Wooley Rd Second St 30 30
13 C Street Second St Doris Ave 30 30
14 C Street Doris Ave Glenwood Dr 30 30
15 C Street Glenwood Dr Gonzales Rd 30 30
16 C Street Gonzales Rd Citrus Grove Ln 30 30
17 Citrus Grove Ln C Street Oxnard Blvd 30 30
18 Camino Del Sol Entrada Dr Rose Ave 45 45
19 Camino Del Sol Rose Ave Lombard St 45 45
20 Camino Del Sol Lombard St Rice Ave 45 45
21 Camino Del Sol Rice Ave Kinetic Dr 45 45
22 Camino Del Sol Kinetic Dr Del Norte Blvd 45 45
23 Channel Islands Bl Harbor Blvd Victoria Ave 45 45
24 Channel Islands Bl Ventura Rd J Street 35 35
25 Channel Islands Bl J Street Saviers Rd 35 35
26 Channel Islands Bl Saviers Rd Paula St 35 35
27 Channel Islands Bl Paula St Oxnard Blvd 40 40
28 Channel Islands Bl Oxnard Blvd Rice Ave 40 40
29 Del Norte Blvd Fifth St Camino Del Sol 50 45
30 Del Norte Blvd Camino Del Sol Lunar Ct 50 50
31 Del Norte Blvd Lunar Ct Highway 101 50 50
32 Doris Ave Patterson Rd Ventura Rd 45 45
33 Doris Ave Ventura Rd F Street 25 25
Existing vs. Proposed Speed Limit
Segment No. Street From To Posted Speed Limit (mph) Recommended Speed Limit (mph) 95 Existing vs. Proposed Speed Limit
Segment No. Street From To Posted Speed Limit (mph) Recommended Speed Limit (mph) 34 E Street Wooley Rd Fifth St 25 25
35 Eastman Ave Lombard St Rice Ave 40 40
36 Eastman Ave Rose Ave Lombard St 40 40
37 Emerson Ave Pacific Ave Rose Ave 40 40
38 Emerson Ave Rose Ave El Dorado Ave 40 40
39 Etting Rd Pleasant Valley Rd East City Limits None 30 40 Fifth Street Victoria Ave Ventura Rd 45 45 41 Fifth Street Ventura Rd C Street 35 35
42 Fifth Street Oxnard Blvd RR Tracks 35 35 43 Fifth Street RR Tracks Richmond Ave 35 35
44 Fifth Street Richmond Ave Rose Ave 35 35
45 Fifth Street Rose Ave Rice Ave 55 55
46 Fifth Street Rice Ave Del Norte Blvd None 55
47 Gary Dr Albany Dr Rose Ave 30 30
48 Gonzales Rd Victoria Ave Merion Way 45 45
49 Gonzales Rd Merion Way Patterson Rd 45 45
50 Gonzales Rd Patterson Rd Ventura Rd 45 45
51 Gonzales Rd Ventura Rd H Street 45 40
52 Gonzales Rd H Street Oxnard Blvd 45 40
53 Gonzales Rd Oxnard Blvd Snow Ave 45 45
54 Gonzales Rd Snow Ave Rose Ave 45 45
55 Gonzales Rd Rose Ave Lombard St 45 45
56 Gonzales Rd Lombard St Rice Ave 45 45
57 Graves Ave Celsius Ave Latigo Ave 40 40
58 Graves Ave Latigo Ave Wankel Way 40 40
59 H Street Violet Way Vineyard Ave 40 40 60 H Street Vineyard Ave Gonzales Rd 40 40 61 H Street Gonzales Rd Doris Ave 30 30 62 H Street Doris Ave Second St 30 30 63 H Street Second St Fifth St 30 30 64 Harbor Blvd Bluefin Cir La Brea St 40 40
65 Harbor Blvd La Brea St Channel Islands Blvd 40 40
66 Harbor Blvd Channel Islands Blvd Eastbourne Bay 50 50 96 Existing vs. Proposed Speed Limit
Segment No. Street From To Posted Speed Limit (mph) Recommended Speed Limit (mph) 67 Harbor Blvd Eastbourne Bay Wooley Rd 50 50
68 Harbor Blvd Wooley Rd Fifth St 50 50
69 Harbor Blvd Frontage Beach Way Wooley Rd 15 15
70 Harbor Blvd Frontage Wooley Rd Channel Way 15 15
71 Hemlock Street Victoria Ave Patterson Rd 40 35
72 Hemlock Street Patterson Rd Ventura Rd 35 35
73 Hobson Way Ninth St Fifth St 30 30
74 Hueneme Rd J Street Saviers Rd 45 45
75 Hueneme Rd Saviers Rd Edison Dr 45 45
76 J Street Hueneme Rd Pleasant Valley Rd 30 30
77 J Street Pleasant Valley Rd Bard Rd 30 30
78 J Street Bard Rd Teakwood St 30 30
79 J Street Teakwood St Channel Islands Blvd 30 30
80 J Street Channel Islands Blvd Hill St 30 30
81 J Street Hill St Ninth St 30 30
82 Lockwood St Rose Ave Eastern Terminal 35 35
83 Lombard St Gonzales Rd 150' n/o Posada Dr 35 30
84 Lombard St Eastman Ave Camino Del Sol 40 40
85 Mandalay Beach Rd Beach Way Wooley Rd 25 25
86 Mandalay Beach Rd Wooley Rd Fifth St 25 25
87 Maulhardt Rd Dodge Rd Pleasant Valley Rd None 25
88 Ninth St Ventura Rd Hobson Way 40 40
89 Olds Rd Sanford St Etting Rd 25 25
90 Oxnard Blvd Forest Park Blvd Town Center Drive 35 35 91 Oxnard Blvd Town Center Drive Wagon Wheel Rd 50 45
92 Oxnard Blvd Wagon Wheel Rd Vineyard Ave 50 45
93 Oxnard Blvd Vineyard Ave Gonzales Rd 45 45
94 Oxnard Blvd Gonzales Rd Robert Ave 45 45
95 Oxnard Blvd Robert Ave Second St 35 35
96 Oxnard Blvd Second St Seventh St 30 30
97 Oxnard Blvd Seventh St Wooley Rd 30 30
98 Oxnard Blvd Wooley Rd RR Tracks 40 40
99 Oxnard Blvd RR Tracks Rose Ave 45 45
97 Existing vs. Proposed Speed Limit
Segment No. Street From To Posted Speed Limit (mph) Recommended Speed Limit (mph) 100 Oxnard Blvd Rose Ave Channel Islands Overpass 55 50 101 Oxnard Blvd Channel Islands Overpass Pleasant Valley Rd 60 55 102 Pacific Ave Statham Blvd Wooley Rd 35 35
103 Pacific Ave Wooley Rd Fifth St 35 35
104 Patterson Rd Doris Ave Gonzales Rd 40 40
105 Patterson Rd Gonzales Rd Vineyard Ave 40 40
106 Patterson Rd Hemlock St Wooley Rd 45 45
107 Patterson Rd Wooley Rd Fifth St 45 45
108 Peninsula Rd So Terminal Channel Islands 25 25
109 Perkins Rd Hueneme Rd Pleasant Valley Rd 25 25
110 Pleasant Valley Rd J Street Saviers Rd 35 35
111 Pleasant Valley Rd Saviers Rd Squires Dr 35 35 112 Pleasant Valley Rd Squires Dr Rose Ave 45 45
113 Pleasant Valley Rd Rose Ave Bard Rd 45 45
114 Pleasant Valley Rd Bard Rd SR-1 45 45
115 Rice Ave Fifth St Camino Del Sol 50 50
116 Rice Ave Camino Del Sol Latigo Ave 50 50
117 Rice Ave Latigo Ave Gonzales Rd 50 50
118 Rice Ave Gonzales Rd 101 S/B 50 50
119 Rice Ave 101 S/B City Limits 40 40
120 Rose Ave Sanford St Bard Rd 45 45
121 Rose Ave Bard Rd Channel Islands Blvd 45 45
122 Rose Ave Channel Islands Blvd Emerson Ave 45 45
123 Rose Ave Emerson Ave Wooley Rd 45 45
124 Rose Ave Wooley Rd Fifth St 45 45
125 Rose Ave Fifth St Camino Del Sol 40 40
126 Rose Ave Camino Del Sol Gonzales Rd 45 45
127 Rose Ave Gonzales Rd Highway 101 40 40
128 Rose Ave Highway 101 Collins St 40 40
129 Saviers Rd Hueneme Rd Pleasant Valley Rd 40 40
130 Saviers Rd Pleasant Valley Rd Bard Rd 40 40
131 Saviers Rd Bard Rd Channel Islands Blvd 40 40
132 Saviers Rd Channel Islands Blvd Elm St 40 40
98 Existing vs. Proposed Speed Limit
Segment No. Street From To Posted Speed Limit (mph) Recommended Speed Limit (mph) 133 Saviers Rd Elm St Wooley Rd 40 40
134 Second St Ventura Rd H St 35 35
135 Statham Blvd Channel Islands Blvd Oxnard Blvd 40 40 136 Sturgis Rd Lombard St Elevard St 40 40
137 Sturgis Rd Elevard St Del Norte Blvd 40 40
138 Teal Club Rd Victoria Ave Patterson Rd 35 35
139 Teal Club Rd Patterson Rd Ventura Rd 35 35
140 Third Street A St Juanita Ave 35 35
141 Third Street Juanita Rose Ave 40 40
142 Ventura Blvd Auto Center Dr Santa Clara Ave 35 35
143 Ventura Blvd Vineyard Ave Balboa St 40 35
144 Ventura Blvd Balboa St Rose Ave 40 40
145 Ventura Rd Channel Islands Blvd Hemlock St 45 45
146 Ventura Rd Hemlock St Wooley Rd 45 45
147 Ventura Rd Wooley Rd Fifth St 45 45
148 Ventura Rd Fifth St Second St 45 45
149 Ventura Rd Second St Doris Ave 45 45
150 Ventura Rd Doris Ave Gonzales Rd 45 45
151 Ventura Rd Gonzales Rd Vineyard Ave 45 45
152 Ventura Rd Vineyard Ave RR Crossing 50 50
153 Ventura Rd RR Crossing Town Center Dr 40 40
154 Victoria Ave Santa Clara River Bridge Gonzales Rd 55 55 155 Victoria Ave Gonzales Rd Doris Ave 55 55
156 Victoria Ave Doris Ave Teal Club Rd 55 55
157 Victoria Ave Teal Club Rd Fifth St 55 55
158 Victoria Ave Fifth St Wooley Rd 50 50
159 Victoria Ave Wooley Rd Hemlock St 50 50
160 Victoria Ave Hemlock St Curlew Way 50 50
161 Victoria Ave Curlew Way Lake Shore Dr 50 50
162 Vineyard Ave City Limits Forest Park Blvd 45 45
163 Vineyard Ave Forest Park Blvd US 101 35 35
164 Vineyard Ave US 101 Oxnard Blvd 35 35
165 Vineyard Ave Oxnard Blvd H St 45 45
99 Existing vs. Proposed Speed Limit
Segment No. Street From To Posted Speed Limit (mph) Recommended Speed Limit (mph) 166 Vineyard Ave H St Ventura Rd 40 40
167 Vineyard Ave Ventura Rd Patterson Rd 40 40
168 Wooley Rd Harbor Blvd Tradewinds Dr 45 45
169 Wooley Rd Tradewinds Dr Victoria Ave 45 45
170 Wooley Rd Victoria Ave Patterson Rd 45 45
171 Wooley Rd Patterson Rd Ventura Rd 45 45
172 Wooley Rd Ventura Rd H St 40 40
173 Wooley Rd E St Oxnard Blvd 40 40
174 Wooley Rd Oxnard Blvd Richmond Ave 40 40
175 Wooley Rd Richmond Ave Rose Ave 40 40
100
Spot Speed Data Calculations Summary
101
1 A Street First Robert Ave 26-Apr 21-30 87.8% 26 30 25 2 Auto Center Dr Rose Ave Paseo Mercado 30-Mar 33-42 85.3% 38 41 40 3 Auto Center Dr Paseo Mercado Santa Clara 30-Mar 31-40 77.6% 37 40 40 4 Bard Rd J Street Saviers Rd 8-Mar 29-38 82.0% 32 37 30 5 Bard Rd Saviers Rd San Juan Ave 8-Mar 33-42 86.2% 38 42 35 6 Bard Rd San Juan Ave Rose Ave 8-Mar 32-41 90.8% 37 40 35 7 Bard Rd Rose Ave Pleasant Valley Rd 28-Jun 32-41 90.5% 36 39 35 8 C Street Pleasant Valley Rd Bard Rd 26-Apr 28-37 78.3% 33 37 25 9 C Street Bard Rd Channel Islands 26-Apr 26-35 75.6% 33 38 25 10 C Street Channel Islands Blvd Elm St 8-Mar 28-37 85.5% 33 37 30 11 C Street Elm St Wooley Rd 8-Mar 26-35 87.2% 31 35 30 12 C Street Wooley Rd Second St 8-Mar 26-35 86.7% 29 34 30 13 C Street Second St Doris Ave 8-Mar 27-36 82.6% 31 35 30 14 C Street Doris Ave Glenwood Dr 8-Mar 28-37 87.2% 32 35 30 15 C Street Glenwood Dr Gonzales Rd 8-Mar 27-36 88.5% 32 35 30 16 C Street Gonzales Rd Citrus Grove Ln 8-Mar 25-34 87.2% 29 33 30 17 Citrus Grove Ln C Street Oxnard Blvd 29-Jun 25-34 93.2% 29 33 30 18 Camino Del Sol Entrada Dr Rose Ave 25-Mar 32-41 72.8% 39 45 45 19 Camino Del Sol Rose Ave Lombard St 25-Mar 39-48 75.7% 43 49 45 20 Camino Del Sol Lombard St Rice Ave 22-Mar 39-48 76.6% 44 48 45 21 Camino Del Sol Rice Ave Kinetic Dr 25-Mar 38-47 78.0% 43 48 45 22 Camino Del Sol Kinetic Dr Del Norte Blvd 19-Apr 38-47 71.1% 42 47 45 23 Channel Islands Bl Harbor Blvd Victoria Ave 14-Apr 35-44 78.3% 40 45 45 24 Channel Islands Bl Ventura Rd J Street 11-Mar 31-40 80.1% 36 40 35 25 Channel Islands Bl J Street Saviers Rd 22-Mar 30-39 85.6% 35 39 35 26 Channel Islands Bl Saviers Rd Paula St 3/11&14 32-41 85.9% 36 39 35 27 Channel Islands Bl Paula St Oxnard Blvd 22-Mar 33-42 81.8% 38 42 40 28 Channel Islands Bl Oxnard Blvd Rice Ave 11-Mar 36-45 81.1% 40 45 40 29 Del Norte Blvd Fifth St Camino Del Sol 25-Mar 33-42 82.2% 39 43 50 30 Del Norte Blvd Camino Del Sol Lunar Ct 25-Mar 43-52 77.8% 48 52 50 31 Del Norte Blvd Lunar Ct Highway 101 25-Mar 43-52 75.5% 49 53 50 32 Doris Ave Patterson Rd Ventura Rd 14-Mar 40-49 76.5% 45 49 45 33 Doris Ave Ventura Rd F Street 17-May 25-34 86.3% 30 34 25 34 E Street Wooley Rd Fifth St 17-May 23-32 86.4% 26 30 25 35 Eastman Ave Lombard St Rice Ave 19-Apr 32-41 73.7% 37 42 40 36 Eastman Ave Rose Ave Lombard St 19-Apr 33-42 79.1% 38 43 40 37 Emerson Ave Pacific Ave Rose Ave 19-Apr 33-42 87.4% 38 41 40 38 Emerson Ave Rose Ave El Dorado Ave 19-Apr 33-42 88.9% 38 42 40 Spot Speed Data Calculation
10-Mile Pace
(mph)Segment No. Street From To Survey Date % in 10-Mile Pace 50th Percentile Speed (mph)
85th Percentile
Speed (mph)
Posted Speed
Limit (mph)
102
Spot Speed Data Calculation
10-Mile Pace
(mph)Segment No. Street From To Survey Date % in 10-Mile Pace 50th Percentile Speed (mph)
85th Percentile
Speed (mph)
Posted Speed
Limit (mph)
39 Etting Rd Pleasant Valley Rd East City Limits 22-Apr 24-33 81.0% 29 34 None 40 Fifth Street Victoria Ave Ventura Rd 29-Mar 40-49 88.3% 44 48 45 41 Fifth Street Ventura Rd C Street 29-Jun 30-39 78.3% 36 41 35 42 Fifth Street Oxnard Blvd RR Tracks 22-Apr 28-37 75.9% 33 37 35 43 Fifth Street RR Tracks Richmond Ave 22-Apr 35-44 71.8% 40 46 35 44 Fifth Street Richmond Ave Rose Ave 22-Apr 31-40 74.8% 36 41 35 45 Fifth Street Rose Ave Rice Ave 22-Apr 45-54 61.1% 49 55 55 46 Fifth Street Rice Ave Del Norte Blvd 22-Apr 47-56 61.9% 52 56 None 47 Gary Dr Albany Dr Rose Ave 4/22 &5/18 24-33 79.0% 28 33 30 48 Gonzales Rd Victoria Ave Merion Way 12-Apr 40-49 76.2% 44 49 45 49 Gonzales Rd Merion Way Patterson Rd 12-Apr 38-47 79.6% 43 48 45 50 Gonzales Rd Patterson Rd Ventura Rd 29-Mar 38-47 83.1% 43 46 45 51 Gonzales Rd Ventura Rd H Street 29-Mar 34-43 73.1% 38 43 45 52 Gonzales Rd H Street Oxnard Blvd 29-Mar 33-42 80.9% 39 43 45 53 Gonzales Rd Oxnard Blvd Snow Ave 29-Mar 39-48 83.0% 43 46 45 54 Gonzales Rd Snow Ave Rose Ave 29-Mar 38-47 78.4% 42 47 45 55 Gonzales Rd Rose Ave Lombard St 29-Mar 38-47 81.3% 42 47 45 56 Gonzales Rd Lombard St Rice Ave 29-Mar 38-47 78.7% 42 46 45 57 Graves Ave Celsius Ave Latigo Ave 5-Apr 32-41 68.2% 36 41 40 58 Graves Ave Latigo Ave Wankel Way 5-Apr 30-39 75.0% 36 41 40 59 H Street Violet Way Vineyard Ave 3-May 32-41 73.6% 36 41 40 60 H Street Vineyard Ave Gonzales Rd 14-Mar 36-45 80.8% 40 43 40 61 H Street Gonzales Rd Doris Ave 14-Mar 29-38 83.7% 33 37 30 62 H Street Doris Ave Second St 14-Mar 27-36 91.0% 33 35 30 63 H Street Second St Fifth St 14-Mar 28-37 88.8% 32 36 30 64 Harbor Blvd Bluefin Cir La Brea St 12-Apr 32-41 77.3% 37 41 40 65 Harbor Blvd La Brea St Channel Islands Blvd 12-Apr 33-42 79.1% 38 42 40 66 Harbor Blvd Channel Islands Blvd Eastbourne Bay 12-Apr 45-54 79.6% 49 53 50 67 Harbor Blvd Eastbourne Bay Wooley Rd 4/12 &4/26/202 46-55 78.7% 50 54 50 68 Harbor Blvd Wooley Rd Fifth St 4/12 &4/26/202 45-54 78.6% 49 53 50 69 Harbor Blvd Frontage Beach Way Wooley Rd X 15
70 Harbor Blvd Frontage Wooley Rd Channel Way X 15
71 Hemlock Street Victoria Ave Patterson Rd 22-Mar 33-42 82.5% 39 42 40 72 Hemlock Street Patterson Rd Ventura Rd 22-Mar 31-40 78.9% 34 39 35 73 Hobson Way Ninth St Fifth St 14-Apr 26-35 88.4% 30 33 30 74 Hueneme Rd J Street Saviers Rd 18-May 37-46 67.5% 42 48 45 75 Hueneme Rd Saviers Rd Edison Dr 22-Apr 37-46 72.6% 42 47 45 76 J Street Hueneme Rd Pleasant Valley Rd 11-Mar 27-36 90.1% 32 35 30 103
Spot Speed Data Calculation
10-Mile Pace
(mph)Segment No. Street From To Survey Date % in 10-Mile Pace 50th Percentile Speed (mph)
85th Percentile
Speed (mph)
Posted Speed
Limit (mph)
77 J Street Pleasant Valley Rd Bard Rd 11-Mar 29-38 84.0% 34 38 30 78 J Street Bard Rd Teakwood St 11-Mar 29-38 73.3% 33 39 30 79 J Street Teakwood St Channel Islands Blvd 11-Mar 28-37 84.5% 32 36 30 80 J Street Channel Islands Blvd Hill St 11-Mar 27-36 82.0% 31 36 30 81 J Street Hill St Ninth St 11-Mar 26-35 88.0% 31 35 30 82 Lockwood St Rose Ave Eastern Terminal 18-May 30-39 75.4% 34 39 35 83 Lombard St Gonzales Rd 150' n/o Posada Dr 18-May 23-32 84.0% 27 32 35 84 Lombard St Eastman Ave Camino Del Sol 5-Apr 33-42 75.6% 37 41 40 85 Mandalay Beach Rd Beach Way Wooley Rd 17-May 18-27 89.1% 23 26 25 86 Mandalay Beach Rd Wooley Rd Fifth St 17-May 19-28 85.5% 23 26 25 87 Maulhardt Rd Dodge Rd Pleasant Valley Rd 15-Apr 20-29 91.7% 26 29 None 88 Ninth St Ventura Rd Hobson Way 14-Apr 33-42 84.8% 36 41 40 89 Olds Rd Sanford St Etting Rd 18-May 26-35 71.3% 31 37 25 90 Oxnard Blvd Forest Park Blvd Town Center Drive 15-Apr 27-36 89.0% 32 35 35 91 Oxnard Blvd Town Center Drive Wagon Wheel Rd 15-Apr 41-50 71.5% 45 49 50 92 Oxnard Blvd Wagon Wheel Rd Vineyard Ave 15-Apr 41-50 77.1% 46 51 50 93 Oxnard Blvd Vineyard Ave Gonzales Rd 15-Apr 39-48 79.0% 42 46 45 94 Oxnard Blvd Gonzales Rd Robert Ave 15-Apr 36-45 70.8% 42 46 45 95 Oxnard Blvd Robert Ave Second St 15-Apr 29-38 73.2% 34 39 35 96 Oxnard Blvd Second St Seventh St 15-Apr 28-37 70.9% 33 37 30 97 Oxnard Blvd Seventh St Wooley Rd 15-Apr 29-38 81.8% 34 38 30 98 Oxnard Blvd Wooley Rd RR Tracks 15-Apr 33-42 77.1% 38 42 40 99 Oxnard Blvd RR Tracks Rose Ave 15-Apr 39-48 80.5% 43 48 45 100 Oxnard Blvd Rose Ave Channel Islands Overpass 15-Apr 44-53 74.1% 50 55 55 101 Oxnard Blvd Channel Islands Overpass Pleasant Valley Rd 16-Aug 50-59 80.3% 56 59 60 102 Pacific Ave Statham Blvd Wooley Rd 19-Apr 29-38 72.1% 36 42 35 103 Pacific Ave Wooley Rd Fifth St 19-Apr 26-35 75.0% 30 36 35 104 Patterson Rd Doris Ave Gonzales Rd 17-Mar 37-46 83.5% 41 45 40 105 Patterson Rd Gonzales Rd Vineyard Ave 17-Mar 33-42 85.0% 39 42 40 106 Patterson Rd Hemlock St Wooley Rd 22-Mar 38-47 78.3% 44 48 45 107 Patterson Rd Wooley Rd Fifth St 17-Mar 39-48 87.7% 45 47 45 108 Peninsula Rd So Terminal Channel Islands 26-Apr 23-32 75.5% 29 33 25 109 Perkins Rd Hueneme Rd Pleasant Valley Rd 18-May 22-31 87.7% 28 31 25 110 Pleasant Valley Rd J Street Saviers Rd 22-Mar 30-39 83.6% 35 38 35 111 Pleasant Valley Rd Saviers Rd Squires Dr 22-Mar 30-39 88.6% 35 38 35 112 Pleasant Valley Rd Squires Dr Rose Ave 22-Mar 39-48 79.4% 43 46 45 113 Pleasant Valley Rd Rose Ave Bard Rd 15-Apr 41-50 78.7% 46 50 45 114 Pleasant Valley Rd Bard Rd SR-1 22-Mar 38-47 79.1% 43 47 45 104
Spot Speed Data Calculation
10-Mile Pace
(mph)Segment No. Street From To Survey Date % in 10-Mile Pace 50th Percentile Speed (mph)
85th Percentile
Speed (mph)
Posted Speed
Limit (mph)
115 Rice Ave Fifth St Camino Del Sol 30-Mar 43-52 72.7% 48 52 50 116 Rice Ave Camino Del Sol Latigo Ave 30-Mar 42-51 65.0% 47 53 50 117 Rice Ave Latigo Ave Gonzales Rd 30-Mar 43-52 67.2% 48 53 50 118 Rice Ave Gonzales Rd 101 S/B 30-Mar 44-53 74.0% 49 53 50 119 Rice Ave 101 S/B City Limits 30-Mar 37-46 78.5% 40 44 40 120 Rose Ave Sanford St Bard Rd 30-Mar 37-46 84.8% 42 46 45 121 Rose Ave Bard Rd Channel Islands Blvd 30-Mar 39-48 81.2% 44 48 45 122 Rose Ave Channel Islands Blvd Emerson Ave 30-Mar 41-50 84.2% 45 49 45 123 Rose Ave Emerson Ave Wooley Rd 30-Mar 41-50 79.8% 45 50 45 124 Rose Ave Wooley Rd Fifth St 30-Mar 37-46 70.0% 43 48 45 125 Rose Ave Fifth St Camino Del Sol 30-Mar 35-44 80.8% 39 43 40 126 Rose Ave Camino Del Sol Gonzales Rd 30-Mar 39-48 77.5% 43 48 45 127 Rose Ave Gonzales Rd Highway 101 30-Mar 32-41 85.0% 37 41 40 128 Rose Ave Highway 101 Collins St 25-Mar 33-42 80.6% 39 43 40 129 Saviers Rd Hueneme Rd Pleasant Valley Rd 14-Mar 36-45 76.6% 41 45 40 130 Saviers Rd Pleasant Valley Rd Bard Rd 14-Mar 35-44 85.4% 39 43 40 131 Saviers Rd Bard Rd Channel Islands Blvd 22-Apr 33-42 91.0% 38 41 40 132 Saviers Rd Channel Islands Blvd Elm St 22-Apr 33-42 81.8% 38 42 40 133 Saviers Rd Elm St Wooley Rd 14-Mar 35-44 83.1% 39 43 40 134 Second St Ventura Rd H St 14-Mar 29-38 88.2% 34 38 35 135 Statham Blvd Channel Islands Blvd Oxnard Blvd 22-Apr 33-42 76.9% 36 40 40 136 Sturgis Rd Lombard St Elevard St 19-Apr 36-45 78.5% 40 45 40 137 Sturgis Rd Elevard St Del Norte Blvd 19-Apr 36-45 75.2% 41 45 40 138 Teal Club Rd Victoria Ave Patterson Rd 26-Apr 38-47 62.5% 43 49 35 139 Teal Club Rd Patterson Rd Ventura Rd 3-May 33-42 56.3% 39 46 35 140 Third Street A St Juanita Ave 5-Apr 33-42 81.0% 37 41 35 141 Third Street Juanita Rose Ave 17-May 35-44 86.0% 40 44 40 142 Ventura Blvd Auto Center Dr Santa Clara Ave 14-Apr 31-40 81.4% 36 39 35 143 Ventura Blvd Vineyard Ave Balboa St 26-Apr 29-38 81.5% 34 38 40 144 Ventura Blvd Balboa St Rose Ave 26-Apr 34-43 76.2% 38 42 40 145 Ventura Rd Channel Islands Blvd Hemlock St 14-Apr 37-46 82.2% 41 45 45 146 Ventura Rd Hemlock St Wooley Rd 14-Apr 36-45 82.0% 42 46 45 147 Ventura Rd Wooley Rd Fifth St 37-46 83.9% 43 46 45
148 Ventura Rd Fifth St Second St 14-Apr 40-49 84.1% 45 48 45 149 Ventura Rd Second St Doris Ave 14-Apr 39-48 78.2% 44 48 45 150 Ventura Rd Doris Ave Gonzales Rd 14-Apr 39-48 81.5% 45 48 45 151 Ventura Rd Gonzales Rd Vineyard Ave 17-Mar 39-48 74.5% 43 48 45 152 Ventura Rd Vineyard Ave RR Crossing 14-Apr 42-51 67.7% 48 52 50 105
Spot Speed Data Calculation
10-Mile Pace
(mph)Segment No. Street From To Survey Date % in 10-Mile Pace 50th Percentile Speed (mph)
85th Percentile
Speed (mph)
Posted Speed
Limit (mph)
153 Ventura Rd RR Crossing Town Center Dr 14-Apr 35-44 79.5% 40 44 40 154 Victoria Ave Santa Clara River Bridge Gonzales Rd 14-Apr 51-60 77.3% 54 59 55 155 Victoria Ave Gonzales Rd Doris Ave 22-Mar 47-56 84.2% 53 57 55 156 Victoria Ave Doris Ave Teal Club Rd 22-Mar 47-56 76.6% 51 56 55 157 Victoria Ave Teal Club Rd Fifth St 29-Mar 47-56 75.0% 52 56 55 158 Victoria Ave Fifth St Wooley Rd 29-Mar 43-52 83.7% 48 51 50 159 Victoria Ave Wooley Rd Hemlock St 29-Mar 43-52 77.6% 47 52 50 160 Victoria Ave Hemlock St Curlew Way 29-Mar 42-51 82.8% 46 51 50 161 Victoria Ave Curlew Way Lake Shore Dr 29-Mar 43-52 77.7% 47 51 50 162 Vineyard Ave City Limits Forest Park Blvd 22-Apr 37-46 73.2% 44 48 45 163 Vineyard Ave Forest Park Blvd US 101 22-Apr 31-40 72.6% 36 40 35 164 Vineyard Ave US 101 Oxnard Blvd 22-Apr 30-39 82.9% 36 39 35 165 Vineyard Ave Oxnard Blvd H St 22-Apr 37-46 72.6% 42 46 45 166 Vineyard Ave H St Ventura Rd 22-Apr 39-48 76.9% 42 48 40 167 Vineyard Ave Ventura Rd Patterson Rd 1-Aug 38-47 74.7% 44 49 40 168 Wooley Rd Harbor Blvd Tradewinds Dr 17-Mar 36-45 82.2% 40 45 45 169 Wooley Rd Tradewinds Dr Victoria Ave 17-Mar 41-50 75.6% 46 50 45 170 Wooley Rd Victoria Ave Patterson Rd 17-Mar 42-51 76.2% 46 50 45 171 Wooley Rd Patterson Rd Ventura Rd 17-Mar 41-50 74.2% 46 51 45 172 Wooley Rd Ventura Rd H St 14-Apr 37-46 82.7% 41 45 40 173 Wooley Rd E St Oxnard Blvd 17-Mar 36-45 84.2% 40 45 40 174 Wooley Rd Oxnard Blvd Richmond Ave 17-Mar 36-45 74.4% 42 46 40 175 Wooley Rd Richmond Ave Rose Ave 17-Mar 35-44 83.1% 39 44 40 106
Spot Speed Survey Study Summary
and
Survey Data Calculations
107
CITY OF OXNARD 1

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/26/2022 Day: Tuesday Hours: 2:35-3:10p 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 26 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 30 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 21 To 30 Justification
Percentage of Vehicles in Pace 87.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 1.21
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 4000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3000
Vertical/Horizontal Alignment None
Road Width 48'-48'
Parking Restriction None
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial/Residential
Comments
ID:

A St First St / Robert Ave
at Palm Dr
CVC 22358.8(a), high collision rate, keep
existing speed limit
108
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: A St
Location: at Palm Dr
Between: First St / Robert Ave Ref. # 1
Cumulative Date: 4/26/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 3 1.83% 1.83%
21 6 3.66% 5.49%
22 9 5.49% 10.98% DATA ANALYSIS:
23 19 11.59% 22.56% Mean Speed: 26
24 22 13.41% 35.98% Standard Deviation: 3
25 21 12.80% 48.78% Standard error of the mean: 0.23
26 26 15.85% 64.63% 50th Percentile: 26
27 12 7.32% 71.95% 85th Percentile: 30
28 9 5.49% 77.44% 97th Percentile: 34
29 10 6.10% 83.54% 10 Mile Pace: 21 to 30
30 10 6.10% 89.63% % of Samples in 10-Mile Pace: 87.80% 31 5 3.05% 92.68% Comments:
32 3 1.83% 94.51%
33 3 1.83% 96.34%
34 5 3.05% 99.39%
35 0 0.00% 99.39%
36 0 0.00% 99.39%
37 0 0.00% 99.39%
38 1 0.61% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 164 100%
spd_form.xls
2:35-3:10p
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
109
CITY OF OXNARD 2

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wedneday Hours: 3:40-4:00 PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 85.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.07
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 17155
Traffic Control Type Traffice signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4000
Vertical/Horizontal Alignment Horizontal
Road Width 80'
Parking Restriction Yes
No. Lanes and Median 2 /direction/Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Auto Center Drive Rose Ave/Paseo Mercado
e/o Collins St.
85th percentile speed
110
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Auto Center Drive
Location: e/o Collins St.

Between: Rose Ave/Paseo Mercado Ref. # 2
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.24
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 41
28 0 0.00% 0.00% 97th Percentile: 45
29 2 1.28% 1.28% 10 Mile Pace: 33 to 42
30 0 0.00% 1.28% % of Samples in 10-Mile Pace: 85.26%
31 1 0.64% 1.92% Comments:
32 5 3.21% 5.13%
33 10 6.41% 11.54%
34 13 8.33% 19.87%
35 8 5.13% 25.00%
36 15 9.62% 34.62%
37 19 12.18% 46.79%
38 19 12.18% 58.97%
39 24 15.38% 74.36%
40 13 8.33% 82.69%
41 5 3.21% 85.90%
42 7 4.49% 90.38%
43 4 2.56% 92.95%
44 5 3.21% 96.15%
45 4 2.56% 98.72%
46 2 1.28% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 156 100%
spd_form.xls
3:40-4:00 PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
111
CITY OF OXNARD 3

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 3:10-3:35 PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 37 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 40 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 31 To 40 Justification
Percentage of Vehicles in Pace 77.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 17155
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2700
Vertical/Horizontal Alignment Horizontal
Road Width 80'
Parking Restriction Yes
No. Lanes and Median 2/ direction/Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Auto Center Drive Paseo Mercado / Santa Clara
300 ft E of Los Olivos
85th percentile speed
112
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Auto Center Drive
Location: 300 ft E of Los Olivos
Between: Paseo Mercado / Santa Clara Ref. # 3
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.33
26 1 0.68% 0.68% 50th Percentile: 37
27 1 0.68% 1.36% 85th Percentile: 40
28 1 0.68% 2.04% 97th Percentile: 44
29 5 3.40% 5.44% 10 Mile Pace: 31 to 40
30 5 3.40% 8.84% % of Samples in 10-Mile Pace: 77.55%
31 9 6.12% 14.97% Comments:
32 5 3.40% 18.37%
33 11 7.48% 25.85%
34 12 8.16% 34.01%
35 8 5.44% 39.46%
36 15 10.20% 49.66%
37 16 10.88% 60.54%
38 13 8.84% 69.39%
39 12 8.16% 77.55%
40 13 8.84% 86.39%
41 3 2.04% 88.44%
42 9 6.12% 94.56%
43 2 1.36% 95.92%
44 2 1.36% 97.28%
45 3 2.04% 99.32%
46 1 0.68% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 147 100%
spd_form.xls
3:10-3:35 PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
113
CITY OF OXNARD 4

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 9:50-10:20 AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 82%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.94
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8233
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2500
Vertical/Horizontal Alignment None
Road Width 60'
Parking Restriction None
No. Lanes and Median 1 /direction /TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type uncontrolled school crosswalk
Adjacent Land use Residential /high school
Comments Hueneme High/uncontrolled crosswalk
ID:

Bard Road J St / Saviers Rd
200 ft E of F St
CVC 22358.8(a), high collision rate, school
safety, keep existing speed
114
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Bard Road
Location: 200 ft E of F St
Between: J St / Saviers Rd Ref. # 4
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks: Hueneme HS
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 33
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 4 3.01% 3.01% 50th Percentile: 32
27 6 4.51% 7.52% 85th Percentile: 37
28 7 5.26% 12.78% 97th Percentile: 40
29 16 12.03% 24.81% 10 Mile Pace: 29 to 38
30 9 6.77% 31.58% % of Samples in 10-Mile Pace: 81.95%
31 12 9.02% 40.60% Comments:
32 13 9.77% 50.38%
33 14 10.53% 60.90%
34 12 9.02% 69.92%
35 9 6.77% 76.69%
36 9 6.77% 83.46%
37 7 5.26% 88.72%
38 8 6.02% 94.74%
39 2 1.50% 96.24%
40 3 2.26% 98.50%
41 0 0.00% 98.50%
42 0 0.00% 98.50%
43 1 0.75% 99.25%
44 1 0.75% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 133 100%
spd_form.xls
9:50-10:20 AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
115
CITY OF OXNARD 5

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 9:15-9:45 AM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 86%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.50
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 11956
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2400
Vertical/Horizontal Alignment Horizontal
Road Width 75'
Parking Restriction Yes
No. Lanes and Median 2 /direction /Painted
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Residentail /Jr High
Comments Charles Blackstock Jr.High / Uncontrolled school crosswalk ID:

Bard Road Saviers Rd / San Juan Ave
500 ft W of Justin Way
CVC 22358.8(a), school safety, keep existing
speed limit
116
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Bard Road
Location: 500 ft W of Justin Way
Between: Saviers Rd / San Juan Ave Ref. # 5
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.34
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 42
28 0 0.00% 0.00% 97th Percentile: 48
29 0 0.00% 0.00% 10 Mile Pace: 33 to 42
30 1 0.72% 0.72% % of Samples in 10-Mile Pace: 86.23%
31 1 0.72% 1.45% Comments:
32 2 1.45% 2.90%
33 8 5.80% 8.70%
34 5 3.62% 12.32%
35 3 2.17% 14.49%
36 25 18.12% 32.61%
37 13 9.42% 42.03%
38 15 10.87% 52.90%
39 16 11.59% 64.49%
40 10 7.25% 71.74%
41 10 7.25% 78.99%
42 14 10.14% 89.13%
43 4 2.90% 92.03%
44 0 0.00% 92.03%
45 4 2.90% 94.93%
46 0 0.00% 94.93%
47 2 1.45% 96.38%
48 3 2.17% 98.55%
49 1 0.72% 99.28%
50 1 0.72% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 138 100%
spd_form.xls
9:15-9:45 AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
117
CITY OF OXNARD 6

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 10:25-10:55 AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 37 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 40 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 91%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.13
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 11956
Traffic Control Type Traffic signal / Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3200
Vertical/Horizontal Alignment Horizontal
Road Width 75'
Parking Restriction Yes
No. Lanes and Median 2 /direction /raised & painted median Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type Controlled school crosswalk
Adjacent Land use Residentail /Elementary
Comments Fred Williams Elementary School, School crosswalk (stop controlled) ID:

Bard Road San Juan Ave / Rose Ave
300 ft W of Rose Ave
CVC 22358.8(a), school safety, keep existing
speed limit
118
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Bard Road
Location: 300 ft W of Rose Ave
Between: San Juan Ave / Rose Ave Ref. # 6
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks: School
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 37
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.26
26 0 0.00% 0.00% 50th Percentile: 37
27 0 0.00% 0.00% 85th Percentile: 40
28 0 0.00% 0.00% 97th Percentile: 43
29 1 0.76% 0.76% 10 Mile Pace: 32 to 41
30 2 1.53% 2.29% % of Samples in 10-Mile Pace: 90.84%
31 2 1.53% 3.82% Comments:
32 4 3.05% 6.87%
33 7 5.34% 12.21%
34 12 9.16% 21.37%
35 16 12.21% 33.59%
36 15 11.45% 45.04%
37 17 12.98% 58.02%
38 22 16.79% 74.81%
39 13 9.92% 84.73%
40 8 6.11% 90.84%
41 5 3.82% 94.66%
42 2 1.53% 96.18%
43 3 2.29% 98.47%
44 0 0.00% 98.47%
45 1 0.76% 99.24%
46 0 0.00% 99.24%
47 1 0.76% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 131 100%
spd_form.xls
10:25-10:55 AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
119
CITY OF OXNARD 7

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 6/28/2022 Day: Tuesday Hours: 3:30 - 4:00p Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 91%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 9500
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2250
Vertical/Horizontal Alignment Horizontal
Road Width 75'
Parking Restriction Yes
No. Lanes and Median 2 /direction /Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /city college
Comments Oxnard city college
ID:

CVC 22358.6, Oxnard City College traffic
safety
Rose Ave / Pleasant Valley RdBard Road
e/w/o Simpson
120
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Bard Road
Location: e/w/o Simpson
Between: Rose Ave / Pleasant Valley Rd Ref. # 7
Cumulative Date: 6/28/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks: Oxnard City College
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.28
26 0 0.00% 0.00% 50th Percentile: 36
27 0 0.00% 0.00% 85th Percentile: 39
28 2 1.72% 1.72% 97th Percentile: 42
29 3 2.59% 4.31% 10 Mile Pace: 32 to 41
30 0 0.00% 4.31% % of Samples in 10-Mile Pace: 90.52%
31 2 1.72% 6.03% Comments:
32 5 4.31% 10.34%
33 10 8.62% 18.97%
34 7 6.03% 25.00%
35 13 11.21% 36.21%
36 17 14.66% 50.86%
37 16 13.79% 64.66%
38 13 11.21% 75.86%
39 15 12.93% 88.79%
40 3 2.59% 91.38%
41 6 5.17% 96.55%
42 1 0.86% 97.41%
43 3 2.59% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 116 100%
spd_form.xls
3:30 - 4:00p
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
121
CITY OF OXNARD 8

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/26/2022 Day: Tuesday Hours: 1:45 - 2:25P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 78%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.52
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8000
Traffic Control Type Traffic signal /Stop

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2300
Vertical/Horizontal Alignment None
Road Width 48'
Parking Restriction None
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use School /Commercial /Residential
Comments Hueneme High /uncontrolled school crosswalk
ID:

C Street Pleasant Valley Rd / Bard Rd
n/o Van Ness Ave
22358.8(a), school safety, keep existing
speed limit
122
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: n/o Van Ness Ave
Between: Pleasant Valley Rd / Bard Rd Ref. # 8
Cumulative Date: 4/26/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks: Hueneme Hgh School
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 32
24 0 0.00% 0.00% Standard Deviation: 4
25 7 6.60% 6.60% Standard error of the mean: 0.39
26 1 0.94% 7.55% 50th Percentile: 33
27 3 2.83% 10.38% 85th Percentile: 37
28 5 4.72% 15.09% 97th Percentile: 39
29 11 10.38% 25.47% 10 Mile Pace: 28 to 37
30 10 9.43% 34.91% % of Samples in 10-Mile Pace: 78.30% 31 9 8.49% 43.40% Comments:
32 6 5.66% 49.06%
33 10 9.43% 58.49%
34 12 11.32% 69.81%
35 5 4.72% 74.53%
36 10 9.43% 83.96%
37 5 4.72% 88.68%
38 4 3.77% 92.45%
39 7 6.60% 99.06%
40 1 0.94% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 106 100%
spd_form.xls
1:45 - 2:25P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
123
CITY OF OXNARD 9

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/26/2022 Day: Tuesday Hours: 1:45 - 2:25P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 38 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 76%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.11
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 18983
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4665
Vertical/Horizontal Alignment Horizontal
Road Width 50'
Parking Restriction None
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /school /city park
Comments Green Jr.High /City park /uncontrolled school crosswalk ID:

C Street Bard Rd / Channel Islands
at Willow St
CV 22358.8(a), school safety, keep existing
speed limit
124
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: at Willow St
Between: Bard Rd / Channel Islands Ref. # 9
Cumulative Date: 4/26/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks: Green Jr. High, City Park
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 33
24 0 0.00% 0.00% Standard Deviation: 4
25 2 1.53% 1.53% Standard error of the mean: 0.35
26 7 5.34% 6.87% 50th Percentile: 33
27 4 3.05% 9.92% 85th Percentile: 38
28 3 2.29% 12.21% 97th Percentile: 42
29 9 6.87% 19.08% 10 Mile Pace: 26 to 35
30 7 5.34% 24.43% % of Samples in 10-Mile Pace: 75.57%
31 12 9.16% 33.59% Comments:
32 12 9.16% 42.75%
33 22 16.79% 59.54%
34 15 11.45% 70.99%
35 8 6.11% 77.10%
36 3 2.29% 79.39%
37 5 3.82% 83.21%
38 6 4.58% 87.79%
39 4 3.05% 90.84%
40 4 3.05% 93.89%
41 3 2.29% 96.18%
42 5 3.82% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 131 100%
spd_form.xls
1:45 - 2:25P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
125
CITY OF OXNARD 10

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 11:02 - 11:32a 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 85%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.16
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 18983
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3260
Vertical/Horizontal Alignment None
Road Width 50'-60'
Parking Restriction some near Channel Island
No. Lanes and Median 1 /direction /TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential /city park /school
Comments Residential /commercial /Santa Clara High /Rudolph Beck Memorial Park ID:

C Street Channel Islands / Elm St
at Juniper St
CVC 22358.8(a), school safety, keep existing
speed limit
126
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: at Juniper St
Between: Channel Islands / Elm St Ref. # 10
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks: Santa Clara High, city park
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 33
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.31
26 1 0.61% 0.61% 50th Percentile: 33
27 4 2.42% 3.03% 85th Percentile: 37
28 8 4.85% 7.88% 97th Percentile: 41
29 16 9.70% 17.58% 10 Mile Pace: 28 to 37
30 12 7.27% 24.85% % of Samples in 10-Mile Pace: 85.45% 31 16 9.70% 34.55% Comments:
32 21 12.73% 47.27%
33 26 15.76% 63.03%
34 18 10.91% 73.94%
35 10 6.06% 80.00%
36 8 4.85% 84.85%
37 6 3.64% 88.48%
38 2 1.21% 89.70%
39 7 4.24% 93.94%
40 5 3.03% 96.97%
41 3 1.82% 98.79%
42 0 0.00% 98.79%
43 0 0.00% 98.79%
44 1 0.61% 99.39%
45 1 0.61% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 165 100%
spd_form.xls
11:02 - 11:32a
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
127
CITY OF OXNARD 11

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 11:35AM-12:05PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 31 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 87%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 6
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.95
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 13019
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2340
Vertical/Horizontal Alignment None
Road Width 50'
Parking Restriction None
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

C Street Elm St / Wooley Rd
200 ft S of Hill St
CVC 22358.8(a), high collision rate, keep
existing speed limit
128
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: 200 ft S of Hill St
Between: Elm St / Wooley Rd Ref. # 11
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 1 0.75% 0.75% Mean Speed: 31
24 0 0.00% 0.75% Standard Deviation: 3
25 2 1.50% 2.26% Standard error of the mean: 0.26
26 10 7.52% 9.77% 50th Percentile: 31
27 6 4.51% 14.29% 85th Percentile: 35
28 9 6.77% 21.05% 97th Percentile: 39
29 17 12.78% 33.83% 10 Mile Pace: 26 to 35
30 17 12.78% 46.62% % of Samples in 10-Mile Pace: 87.22% 31 12 9.02% 55.64% Comments:
32 13 9.77% 65.41%
33 17 12.78% 78.20%
34 7 5.26% 83.46%
35 8 6.02% 89.47%
36 7 5.26% 94.74%
37 1 0.75% 95.49%
38 2 1.50% 96.99%
39 1 0.75% 97.74%
40 2 1.50% 99.25%
41 1 0.75% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 133 100%
spd_form.xls
11:35AM-12:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
129
CITY OF OXNARD 12

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 12:10-12:40PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 29 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 34 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 87%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 11
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 1.52
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8260
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4230
Vertical/Horizontal Alignment None
Road Width 50'-60'
Parking Restriction Partial
No. Lanes and Median 1 /direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial
Comments Driffill Elementary school
ID:

C Street Wooley Rd / Second St
200 ft S of Sixth St
CVC 22358.6, high collision rate, school
safety, keep existing speed limit
130
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: 200 ft S of Sixth St
Between: Wooley Rd / Second St Ref. # 12
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks: Driffill Elementary School
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 3 1.73% 1.73% Mean Speed: 30
24 8 4.62% 6.36% Standard Deviation: 3
25 3 1.73% 8.09% Standard error of the mean: 0.23
26 10 5.78% 13.87% 50th Percentile: 29
27 16 9.25% 23.12% 85th Percentile: 34
28 14 8.09% 31.21% 97th Percentile: 36
29 34 19.65% 50.87% 10 Mile Pace: 26 to 35
30 22 12.72% 63.58% % of Samples in 10-Mile Pace: 86.71% 31 14 8.09% 71.68% Comments:
32 7 4.05% 75.72%
33 15 8.67% 84.39%
34 12 6.94% 91.33%
35 6 3.47% 94.80%
36 5 2.89% 97.69%
37 2 1.16% 98.84%
38 0 0.00% 98.84%
39 1 0.58% 99.42%
40 1 0.58% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 173 100%
spd_form.xls
12:10-12:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35
40Frequency
Spot Speed, mph
Frequency Distribution
131
CITY OF OXNARD 13

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 3:08-3:40PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 31 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 27 To 36 Justification
Percentage of Vehicles in Pace 83%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.51
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8260
Traffic Control Type Traffic signal/ Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2300
Vertical/Horizontal Alignment None
Road Width 50'-40'
Parking Restriction Partial
No. Lanes and Median 1 /direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class III
Crosswalks/Type
Adjacent Land use Residential /Commercial /park
Comments Wilson Park
ID:

C Street Second St / Doris Ave
at Palm Dr
CVC 22358.8(a), city park, keep existing
speed limit
132
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: at Palm Dr
Between: Second St / Doris Ave Ref. # 13
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks: City park
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 1 0.58% 0.58% DATA ANALYSIS:
23 0 0.00% 0.58% Mean Speed: 31
24 4 2.33% 2.91% Standard Deviation: 4
25 6 3.49% 6.40% Standard error of the mean: 0.3
26 8 4.65% 11.05% 50th Percentile: 31
27 7 4.07% 15.12% 85th Percentile: 35
28 8 4.65% 19.77% 97th Percentile: 38
29 27 15.70% 35.47% 10 Mile Pace: 27 to 36
30 15 8.72% 44.19% % of Samples in 10-Mile Pace: 82.56% 31 23 13.37% 57.56% Comments:
32 15 8.72% 66.28%
33 22 12.79% 79.07%
34 6 3.49% 82.56%
35 8 4.65% 87.21%
36 11 6.40% 93.60%
37 5 2.91% 96.51%
38 1 0.58% 97.09%
39 1 0.58% 97.67%
40 1 0.58% 98.26%
41 1 0.58% 98.84%
42 0 0.00% 98.84%
43 0 0.00% 98.84%
44 2 1.16% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 172 100%
spd_form.xls
3:08-3:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
133
CITY OF OXNARD 14

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 2:35-3:05PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 87%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.52
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8260
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2235
Vertical/Horizontal Alignment None
Road Width 40'
Parking Restriction None
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class III
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Residential
Comments Uncontrolled school crosswalk
ID:

C Street Doris Ave / Glenwood Dr
S of Robert Ave
CVC 22358.8(a), school safety, keep existing
speed limit
134
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: S of Robert Ave
Between: Doris Ave / Glenwood Dr Ref. # 14
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 1 0.56% 0.56% DATA ANALYSIS:
23 1 0.56% 1.11% Mean Speed: 32
24 0 0.00% 1.11% Standard Deviation: 3
25 2 1.11% 2.22% Standard error of the mean: 0.22
26 9 5.00% 7.22% 50th Percentile: 32
27 4 2.22% 9.44% 85th Percentile: 35
28 10 5.56% 15.00% 97th Percentile: 38
29 21 11.67% 26.67% 10 Mile Pace: 28 to 37
30 20 11.11% 37.78% % of Samples in 10-Mile Pace: 87.22% 31 19 10.56% 48.33% Comments:
32 23 12.78% 61.11%
33 25 13.89% 75.00%
34 16 8.89% 83.89%
35 8 4.44% 88.33%
36 10 5.56% 93.89%
37 5 2.78% 96.67%
38 3 1.67% 98.33%
39 0 0.00% 98.33%
40 1 0.56% 98.89%
41 2 1.11% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 180 100%
spd_form.xls
2:35-3:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
135
CITY OF OXNARD 15

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 2:00-2:30PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 27 To 36 Justification
Percentage of Vehicles in Pace 89%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.31
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8260
Traffic Control Type Traffic signal /stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1860
Vertical/Horizontal Alignment None
Road Width 40'
Parking Restriction None
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class III
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

C Street Glenwood Dr / Gonzales Rd
at Ivywood Dr
CVC 22358.8(a), keep existing speed limit
136
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C Street
Location: at Ivywood Dr
Between: Glenwood Dr / Gonzales Rd Ref. # 15
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00% 30 mph
21 0 0.00% 0.00% CVC 22358.8(a), keep existing speed limit 22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 32
24 1 0.55% 0.55% Standard Deviation: 3
25 4 2.19% 2.73% Standard error of the mean: 0.22
26 8 4.37% 7.10% 50th Percentile: 32
27 6 3.28% 10.38% 85th Percentile: 35
28 6 3.28% 13.66% 97th Percentile: 38
29 22 12.02% 25.68% 10 Mile Pace: 27 to 36
30 21 11.48% 37.16% % of Samples in 10-Mile Pace: 88.52% 31 23 12.57% 49.73% Comments:
32 22 12.02% 61.75%
33 26 14.21% 75.96%
34 14 7.65% 83.61%
35 8 4.37% 87.98%
36 14 7.65% 95.63%
37 2 1.09% 96.72%
38 1 0.55% 97.27%
39 2 1.09% 98.36%
40 3 1.64% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 183 100%
spd_form.xls
2:00-2:30PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
137
CITY OF OXNARD 16

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/8/2022 Day: Tuesday Hours: 12:45-1:00PM / 3:43-4:00PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 29 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 33 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 25 To 34 Justification
Percentage of Vehicles in Pace 87%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 1.62
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 8260
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 720
Vertical/Horizontal Alignment None
Road Width 64'
Parking Restriction Yes
No. Lanes and Median 1 /direction /TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

C Street Gonzales Rd / Citrus Grove Ln
350' n/o Gonzales Rd
CVC 22358.6
138
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: C St / Citrus Grove
Location: 350' n/o Gonzales Rd
Between: Gonzales Rd / Citrus Grove Ln Ref. # 16
Cumulative Date: 3/8/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 4 2.84% 2.84% Mean Speed: 29
24 3 2.13% 4.96% Standard Deviation: 3
25 12 8.51% 13.48% Standard error of the mean: 0.25
26 19 13.48% 26.95% 50th Percentile: 29
27 10 7.09% 34.04% 85th Percentile: 33
28 17 12.06% 46.10% 97th Percentile: 36
29 15 10.64% 56.74% 10 Mile Pace: 25 to 34
30 14 9.93% 66.67% % of Samples in 10-Mile Pace: 87.23% 31 12 8.51% 75.18% Comments:
32 9 6.38% 81.56%
33 6 4.26% 85.82%
34 9 6.38% 92.20%
35 2 1.42% 93.62%
36 6 4.26% 97.87%
37 2 1.42% 99.29%
38 0 0.00% 99.29%
39 1 0.71% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 141 100%
spd_form.xls
12:45-1:00PM / 3:43-4:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
139
CITY OF OXNARD 17

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 6/29/2022 Day: Wednesday Hours: 10:30 - 11:10 A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 29 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 33 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 25 To 34 Justification
Percentage of Vehicles in Pace 93%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 4000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1130
Vertical/Horizontal Alignment None
Road Width 38'
Parking Restriction Yes
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Citrus Grove C St / Oxnard Bl
500' w/o Oxnard Bl
CVC 22358.6
140
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Citrus Grove
Location: 500' w/o Oxnard Bl
Between: C St / Oxnard Bl Ref. # 17
Cumulative Date: 6/29/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 30
24 0 0.00% 0.00% Standard Deviation: 3
25 15 14.56% 14.56% Standard error of the mean: 0.3
26 8 7.77% 22.33% 50th Percentile: 29
27 8 7.77% 30.10% 85th Percentile: 33
28 9 8.74% 38.83% 97th Percentile: 36
29 15 14.56% 53.40% 10 Mile Pace: 25 to 34
30 13 12.62% 66.02% % of Samples in 10-Mile Pace: 93.20% 31 8 7.77% 73.79% Comments:
32 8 7.77% 81.55%
33 8 7.77% 89.32%
34 4 3.88% 93.20%
35 2 1.94% 95.15%
36 3 2.91% 98.06%
37 0 0.00% 98.06%
38 0 0.00% 98.06%
39 1 0.97% 99.03%
40 0 0.00% 99.03%
41 0 0.00% 99.03%
42 1 0.97% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 103 100%
spd_form.xls
10:30 - 11:10 A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
141
CITY OF OXNARD 18

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 9:55-10:40AM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 73%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.47
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4370
Vertical/Horizontal Alignment Horizontal
Road Width 80'-92'
Parking Restriction Yes
No. Lanes and Median 2/ direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Park
Comments Del Sol Park
ID:

Camino Del Sol Entrada Dr / Rose Ave
at Village of San Miguel
85th percentile speed
142
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Camino Del Sol
Location: at Village of San Miguel
Between: Entrada Dr / Rose Ave Ref. # 18
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.39
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 45
28 0 0.00% 0.00% 97th Percentile: 47
29 0 0.00% 0.00% 10 Mile Pace: 32 to 41
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 72.82%
31 0 0.00% 0.00% Comments:
32 4 3.88% 3.88%
33 7 6.80% 10.68%
34 4 3.88% 14.56%
35 4 3.88% 18.45%
36 9 8.74% 27.18%
37 10 9.71% 36.89%
38 11 10.68% 47.57%
39 10 9.71% 57.28%
40 7 6.80% 64.08%
41 9 8.74% 72.82%
42 3 2.91% 75.73%
43 3 2.91% 78.64%
44 6 5.83% 84.47%
45 4 3.88% 88.35%
46 4 3.88% 92.23%
47 5 4.85% 97.09%
48 1 0.97% 98.06%
49 1 0.97% 99.03%
50 0 0.00% 99.03%
51 0 0.00% 99.03%
52 1 0.97% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 103 100%
spd_form.xls
9:55-10:40AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
143
CITY OF OXNARD 19

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 10:45-11:15Am Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 49 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 76%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 6
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.98
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 9000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3280
Vertical/Horizontal Alignment None
Road Width 64'-80'
Parking Restriction Yes
No. Lanes and Median 2/ direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Industrial /Farm
Comments Proposed high school site / Del Sol High school ID:

Camino Del Sol Rose Ave / Lombard St
300 ft W of Gibraltar St
CVC 22358.6, high collision rate
144
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Camino Del Sol
Location: 300 ft W of Gibraltar St
Between: Rose Ave / Lombard St Ref. # 19
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.38
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 49
28 0 0.00% 0.00% 97th Percentile: 56
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 75.72%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 1 0.58% 0.58%
35 2 1.16% 1.73%
36 3 1.73% 3.47%
37 6 3.47% 6.94%
38 4 2.31% 9.25%
39 11 6.36% 15.61%
40 11 6.36% 21.97%
41 9 5.20% 27.17%
42 23 13.29% 40.46%
43 19 10.98% 51.45%
44 11 6.36% 57.80%
45 12 6.94% 64.74%
46 21 12.14% 76.88%
47 7 4.05% 80.92%
48 7 4.05% 84.97%
49 8 4.62% 89.60%
50 4 2.31% 91.91%
51 3 1.73% 93.64%
52 1 0.58% 94.22%
53 2 1.16% 95.38%
54 1 0.58% 95.95%
55 1 0.58% 96.53%
56 1 0.58% 97.11%
57 2 1.16% 98.27%
58 3 1.73% 100.00%
59 0 0.00% 100.00%
Total: 173 100%
spd_form.xls
10:45-11:15Am
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
145
CITY OF OXNARD 20

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Friday Hours: 11:18-11:45AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 44 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 77%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.20
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 12000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2000
Vertical/Horizontal Alignment None
Road Width 82'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Camino Del Sol Lombard St / Rice Ave
at Graves Ave
CVC 22358.6
146
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Camino Del Sol
Location: at Graves Ave
Between: Lombard St / Rice Ave Ref. # 20
Cumulative Date: 3/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.4
26 0 0.00% 0.00% 50th Percentile: 44
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 53
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.62%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 1 0.65% 0.65%
34 4 2.60% 3.25%
35 0 0.00% 3.25%
36 3 1.95% 5.19%
37 1 0.65% 5.84%
38 7 4.55% 10.39%
39 9 5.84% 16.23%
40 8 5.19% 21.43%
41 7 4.55% 25.97%
42 17 11.04% 37.01%
43 14 9.09% 46.10%
44 11 7.14% 53.25%
45 6 3.90% 57.14%
46 16 10.39% 67.53%
47 14 9.09% 76.62%
48 16 10.39% 87.01%
49 4 2.60% 89.61%
50 6 3.90% 93.51%
51 2 1.30% 94.81%
52 2 1.30% 96.10%
53 2 1.30% 97.40%
54 2 1.30% 98.70%
55 0 0.00% 98.70%
56 1 0.65% 99.35%
57 1 0.65% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 154 100%
spd_form.xls
11:18-11:45AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
147
CITY OF OXNARD 21

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 11:50AM-12:20PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 78%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.72
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2880
Vertical/Horizontal Alignment Horizontal
Road Width 94'
Parking Restriction Yes
No. Lanes and Median 2/ direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Camino Del Sol Rice Ave / Kinetic Dr
at Elevar St
CVC 22358.6
148
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Camino Del Sol
Location: at Elevar St
Between: Rice Ave / Kinetic Dr Ref. # 21
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.4
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 54
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 77.99%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 1 0.63% 0.63%
35 1 0.63% 1.26%
36 5 3.14% 4.40%
37 3 1.89% 6.29%
38 13 8.18% 14.47%
39 14 8.81% 23.27%
40 8 5.03% 28.30%
41 10 6.29% 34.59%
42 14 8.81% 43.40%
43 15 9.43% 52.83%
44 12 7.55% 60.38%
45 12 7.55% 67.92%
46 15 9.43% 77.36%
47 11 6.92% 84.28%
48 5 3.14% 87.42%
49 4 2.52% 89.94%
50 4 2.52% 92.45%
51 3 1.89% 94.34%
52 3 1.89% 96.23%
53 1 0.63% 96.86%
54 2 1.26% 98.11%
55 1 0.63% 98.74%
56 2 1.26% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 159 100%
spd_form.xls
11:50AM-12:20PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
149
CITY OF OXNARD 22

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 11:50AM-12:20PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 47 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 71%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.53
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1830
Vertical/Horizontal Alignment Horizontal
Road Width 94'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Camino Del Sol Kinetic Dr / Del Norte Bl
btw Kinetic and Del Norte
85th percentile speed
150
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Camino Del Sol
Location: btw Kinetic and Del Norte
Between: Kinetic Dr / Del Norte Bl Ref. # 22
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.41
26 1 0.66% 0.66% 50th Percentile: 42
27 1 0.66% 1.32% 85th Percentile: 47
28 0 0.00% 1.32% 97th Percentile: 53
29 0 0.00% 1.32% 10 Mile Pace: 38 to 47
30 1 0.66% 1.97% % of Samples in 10-Mile Pace: 71.05%
31 0 0.00% 1.97% Comments:
32 3 1.97% 3.95%
33 4 2.63% 6.58%
34 3 1.97% 8.55%
35 0 0.00% 8.55%
36 6 3.95% 12.50%
37 3 1.97% 14.47%
38 6 3.95% 18.42%
39 12 7.89% 26.32%
40 13 8.55% 34.87%
41 8 5.26% 40.13%
42 15 9.87% 50.00%
43 9 5.92% 55.92%
44 13 8.55% 64.47%
45 16 10.53% 75.00%
46 12 7.89% 82.89%
47 4 2.63% 85.53%
48 4 2.63% 88.16%
49 5 3.29% 91.45%
50 0 0.00% 91.45%
51 3 1.97% 93.42%
52 4 2.63% 96.05%
53 3 1.97% 98.03%
54 2 1.32% 99.34%
55 0 0.00% 99.34%
56 1 0.66% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 152 100%
spd_form.xls
11:50AM-12:20PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
151
CITY OF OXNARD 23

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/14/2022 Day: Thursday Hours: 1:50-2:10PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 40 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 35 To 44 Justification
Percentage of Vehicles in Pace 78%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.26
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 20563
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2670
Vertical/Horizontal Alignment None
Road Width 86'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Channel Islands Blvd Harbor Bl / Victoria Ave
at Peninsula Rd
85th percentile speed
152
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Channel Islands Blvd
Location: at Peninsula Rd
Between: Harbor Bl / Victoria Ave Ref. # 23
Cumulative Date: 4/14/2022 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 41
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.32
26 0 0.00% 0.00% 50th Percentile: 40
27 0 0.00% 0.00% 85th Percentile: 45
28 0 0.00% 0.00% 97th Percentile: 49
29 0 0.00% 0.00% 10 Mile Pace: 35 to 44
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.34%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 4 2.55% 2.55%
34 1 0.64% 3.18%
35 7 4.46% 7.64%
36 11 7.01% 14.65%
37 14 8.92% 23.57%
38 17 10.83% 34.39%
39 18 11.46% 45.86%
40 11 7.01% 52.87%
41 7 4.46% 57.32%
42 18 11.46% 68.79%
43 9 5.73% 74.52%
44 11 7.01% 81.53%
45 6 3.82% 85.35%
46 10 6.37% 91.72%
47 4 2.55% 94.27%
48 2 1.27% 95.54%
49 4 2.55% 98.09%
50 1 0.64% 98.73%
51 2 1.27% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 157 100%
spd_form.xls
1:50-2:10PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
153
CITY OF OXNARD 24

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 2:20-2:55PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 40 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 31 To 40 Justification
Percentage of Vehicles in Pace 80%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 14
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 0.97
Expected Collision Rate (ACC/MVM) 0.67

TRAFFIC FACTORS
Average Daily Traffic 26087
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2655
Vertical/Horizontal Alignment None
Road Width 86'-60'
Parking Restriction Yes
No. Lanes and Median 2 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential /Commercial
Comments
ID:

Channel Islands Blvd Ventura Rd / J Street
at M Street
CVC 22358.8(a), high collision rate, keep
existing speed limit
154
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Channel Islands Blvd
Location: at M Street
Between: Ventura Rd / J Street Ref. # 24
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.32
26 0 0.00% 0.00% 50th Percentile: 36
27 3 1.92% 1.92% 85th Percentile: 40
28 1 0.64% 2.56% 97th Percentile: 46
29 6 3.85% 6.41% 10 Mile Pace: 31 to 40
30 3 1.92% 8.33% % of Samples in 10-Mile Pace: 80.13%
31 7 4.49% 12.82% Comments:
32 5 3.21% 16.03%
33 15 9.62% 25.64%
34 14 8.97% 34.62%
35 14 8.97% 43.59%
36 20 12.82% 56.41%
37 16 10.26% 66.67%
38 8 5.13% 71.79%
39 15 9.62% 81.41%
40 11 7.05% 88.46%
41 4 2.56% 91.03%
42 6 3.85% 94.87%
43 1 0.64% 95.51%
44 0 0.00% 95.51%
45 1 0.64% 96.15%
46 2 1.28% 97.44%
47 2 1.28% 98.72%
48 1 0.64% 99.36%
49 0 0.00% 99.36%
50 0 0.00% 99.36%
51 1 0.64% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 156 100%
spd_form.xls
2:20-2:55PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
155
CITY OF OXNARD 25

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 1:10-1:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 35 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 30 To 39 Justification
Percentage of Vehicles in Pace 86%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 18
No. with Speed violations 6
Predominant type
Collision Rate (ACC/MVM) 1.18
Expected Collision Rate (ACC/MVM) 0.67

TRAFFIC FACTORS
Average Daily Traffic 26087
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2830
Vertical/Horizontal Alignment Horizontal
Road Width 60'
Parking Restriction Yes
No. Lanes and Median 2/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial/ Residential
Comments
ID:

Channel Islands Blvd J Street / Saviers Rd
200 ft S of Maywood Way
CVC 22358.6, high collision rate
156
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Channel Islands Blvd
Location: 200 ft S of Maywood Way
Between: J Street / Saviers Rd Ref. # 25
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 35
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.21
26 0 0.00% 0.00% 50th Percentile: 35
27 0 0.00% 0.00% 85th Percentile: 39
28 1 0.48% 0.48% 97th Percentile: 41
29 8 3.85% 4.33% 10 Mile Pace: 30 to 39
30 8 3.85% 8.17% % of Samples in 10-Mile Pace: 85.58%
31 7 3.37% 11.54% Comments:
32 13 6.25% 17.79%
33 30 14.42% 32.21%
34 24 11.54% 43.75%
35 16 7.69% 51.44%
36 26 12.50% 63.94%
37 23 11.06% 75.00%
38 12 5.77% 80.77%
39 19 9.13% 89.90%
40 8 3.85% 93.75%
41 7 3.37% 97.12%
42 4 1.92% 99.04%
43 1 0.48% 99.52%
44 1 0.48% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 208 100%
spd_form.xls
1:10-1:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
157
CITY OF OXNARD 26

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11 & 14/2022 Day: Fri /Mon Hours: 9:30-10:00AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 86%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 12
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 0.80
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 28451
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2530
Vertical/Horizontal Alignment None
Road Width 68'
Parking Restriction None
No. Lanes and Median 2/ direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Channel Islands Blvd Saviers Rd / Paula St
at Gisler Ave
CVC 22358.6
158
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Channel Islands Blvd
Location: at Gisler Ave
Between: Saviers Rd / Paula St Ref. # 26
Cumulative Date: 3/11 & 14/202Day: Fri /Mon
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.24
26 0 0.00% 0.00% 50th Percentile: 36
27 0 0.00% 0.00% 85th Percentile: 39
28 0 0.00% 0.00% 97th Percentile: 43
29 4 2.56% 2.56% 10 Mile Pace: 32 to 41
30 5 3.21% 5.77% % of Samples in 10-Mile Pace: 85.90%
31 1 0.64% 6.41% Comments:
32 10 6.41% 12.82%
33 15 9.62% 22.44%
34 17 10.90% 33.33%
35 12 7.69% 41.03%
36 26 16.67% 57.69%
37 14 8.97% 66.67%
38 15 9.62% 76.28%
39 15 9.62% 85.90%
40 5 3.21% 89.10%
41 5 3.21% 92.31%
42 6 3.85% 96.15%
43 3 1.92% 98.08%
44 1 0.64% 98.72%
45 0 0.00% 98.72%
46 1 0.64% 99.36%
47 0 0.00% 99.36%
48 1 0.64% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 156 100%
spd_form.xls
9:30-10:00AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
159
CITY OF OXNARD 27

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 12:10-12:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 82%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 9
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 0.44
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 28451
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3500
Vertical/Horizontal Alignment None
Road Width 90'
Parking Restriction S/S
No. Lanes and Median 2/ direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial/ Residential
Comments
ID:

Channel Islands Blvd Paula St / Oxnard Blvd
200 ft E of Rose Ave
85th percetile speed
160
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Channel Islands Blvd
Location: 200 ft E of Rose Ave
Between: Paula St / Oxnard Blvd Ref. # 27
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 1 0.65% 0.65% Mean Speed: 38
24 0 0.00% 0.65% Standard Deviation: 4
25 0 0.00% 0.65% Standard error of the mean: 0.32
26 0 0.00% 0.65% 50th Percentile: 38
27 0 0.00% 0.65% 85th Percentile: 42
28 0 0.00% 0.65% 97th Percentile: 46
29 0 0.00% 0.65% 10 Mile Pace: 33 to 42
30 1 0.65% 1.30% % of Samples in 10-Mile Pace: 81.82%
31 1 0.65% 1.95% Comments:
32 3 1.95% 3.90%
33 8 5.19% 9.09%
34 8 5.19% 14.29%
35 13 8.44% 22.73%
36 20 12.99% 35.71%
37 12 7.79% 43.51%
38 13 8.44% 51.95%
39 13 8.44% 60.39%
40 14 9.09% 69.48%
41 11 7.14% 76.62%
42 14 9.09% 85.71%
43 8 5.19% 90.91%
44 7 4.55% 95.45%
45 2 1.30% 96.75%
46 2 1.30% 98.05%
47 1 0.65% 98.70%
48 0 0.00% 98.70%
49 1 0.65% 99.35%
50 1 0.65% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 154 100%
spd_form.xls
12:10-12:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
161
CITY OF OXNARD 28

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 3:00-3:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 40 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 36 To 45 Justification
Percentage of Vehicles in Pace 81%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.22
Expected Collision Rate (ACC/MVM) 1.17

TRAFFIC FACTORS
Average Daily Traffic 14204
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4530
Vertical/Horizontal Alignment None
Road Width 26'-60'
Parking Restriction S/S
No. Lanes and Median 1/ EB 1-2/ WB
Improvement (SW, C & G) Partial
Bicycle lanes/Type Class II/ WB
Crosswalks/Type
Adjacent Land use Residential/ Commercial/ Farm land
Comments No improvement w/o El Dorado Ave
Class II bike for WB between Oxnard and El Dorando
ID:

Channel Islands Blvd Oxnard Blvd / Rice Ave
at Merced Pl
CVC 22358.8(a), keep existing speed limit
162
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Channel Islands Blvd
Location: at Merced Pl
Between: Oxnard Blvd / Rice Ave Ref. # 28
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 41
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.29
26 0 0.00% 0.00% 50th Percentile: 40
27 0 0.00% 0.00% 85th Percentile: 45
28 0 0.00% 0.00% 97th Percentile: 52
29 0 0.00% 0.00% 10 Mile Pace: 36 to 45
30 1 0.54% 0.54% % of Samples in 10-Mile Pace: 81.08%
31 0 0.00% 0.54% Comments:
32 0 0.00% 0.54%
33 2 1.08% 1.62%
34 5 2.70% 4.32%
35 5 2.70% 7.03%
36 15 8.11% 15.14%
37 9 4.86% 20.00%
38 16 8.65% 28.65%
39 27 14.59% 43.24%
40 20 10.81% 54.05%
41 18 9.73% 63.78%
42 18 9.73% 73.51%
43 7 3.78% 77.30%
44 11 5.95% 83.24%
45 9 4.86% 88.11%
46 4 2.16% 90.27%
47 4 2.16% 92.43%
48 0 0.00% 92.43%
49 2 1.08% 93.51%
50 0 0.00% 93.51%
51 5 2.70% 96.22%
52 5 2.70% 98.92%
53 2 1.08% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 185 100%
spd_form.xls
3:00-3:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
163
CITY OF OXNARD 29

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 1:00 - 1:40P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 82%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.45
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 13012
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3300
Vertical/Horizontal Alignment None
Road Width 90'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) C&G&SW, no sidewalk e/s Sturgies-5th Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial and Farm Land
Comments RR crossing at 5th St
ID:

Del Norte Blvd Fifth St / Camino Del Sol
500' s of Sturgis Rd
85th percentile speed, Reduce speed limit
164
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Del Norte Blvd
Location: 500' s of Sturgis Rd
Between: Fifth St / Camino Del Sol Ref. # 29
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 50 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.37
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 43
28 0 0.00% 0.00% 97th Percentile: 49
29 0 0.00% 0.00% 10 Mile Pace: 33 to 42
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 82.20%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 4 3.39% 3.39%
34 3 2.54% 5.93%
35 8 6.78% 12.71%
36 13 11.02% 23.73%
37 10 8.47% 32.20%
38 12 10.17% 42.37%
39 15 12.71% 55.08%
40 13 11.02% 66.10%
41 12 10.17% 76.27%
42 7 5.93% 82.20%
43 4 3.39% 85.59%
44 3 2.54% 88.14%
45 5 4.24% 92.37%
46 3 2.54% 94.92%
47 1 0.85% 95.76%
48 1 0.85% 96.61%
49 2 1.69% 98.31%
50 2 1.69% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 118 100%
spd_form.xls
1:00 - 1:40P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
165
CITY OF OXNARD 30

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 1:45 - 2:20P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 48 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 52 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 43 To 52 Justification
Percentage of Vehicles in Pace 78%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.54
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 13012
Traffic Control Type None

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2040
Vertical/Horizontal Alignment None
Road Width 90'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type ClassII
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Del Norte Blvd Camino Del Sol / Lunar Ct
at Jupiter Ct
85th percentile speed
166
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Del Norte Blvd
Location: at Jupiter Ct
Between: Camino Del Sol / Lunar Ct Ref. # 30
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours:
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50 mph
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.31
31 0 0.00% 0.00% 50th Percentile: 48
32 0 0.00% 0.00% 85th Percentile: 52
33 0 0.00% 0.00% 97th Percentile: 55
34 0 0.00% 0.00% 10 Mile Pace: 43 to 52
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 77.84%
36 0 0.00% 0.00% Comments:
37 1 0.60% 0.60%
38 1 0.60% 1.20%
39 3 1.80% 2.99%
40 2 1.20% 4.19%
41 4 2.40% 6.59%
42 9 5.39% 11.98%
43 8 4.79% 16.77%
44 13 7.78% 24.55%
45 15 8.98% 33.53%
46 15 8.98% 42.51%
47 10 5.99% 48.50%
48 16 9.58% 58.08%
49 25 14.97% 73.05%
50 9 5.39% 78.44%
51 9 5.39% 83.83%
52 10 5.99% 89.82%
53 7 4.19% 94.01%
54 2 1.20% 95.21%
55 3 1.80% 97.01%
56 1 0.60% 97.60%
57 1 0.60% 98.20%
58 0 0.00% 98.20%
59 2 1.20% 99.40%
60 1 0.60% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
Total: 167 100%
spd_form.xls
1:45 - 2:20P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
167
CITY OF OXNARD 31

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 2:30 - 3:05P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 49 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 53 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 43 To 52 Justification
Percentage of Vehicles in Pace 75%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.20
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 12557
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3900
Vertical/Horizontal Alignment None
Road Width 75'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) None
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Farm Land
Comments
ID:

Del Norte Blvd Lunar Ct / Hwy 101
at Sakikoa Dr
CVC 22358.6
168
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Del Norte Blvd
Location: at Sakikoa Dr
Between: Lunar Ct / Hwy 101 Ref. # 31
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours:
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50 mph
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.33
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 53
33 0 0.00% 0.00% 97th Percentile: 58
34 0 0.00% 0.00% 10 Mile Pace: 43 to 52
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 75.50%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 2 1.32% 1.32%
40 3 1.99% 3.31%
41 2 1.32% 4.64%
42 5 3.31% 7.95%
43 6 3.97% 11.92%
44 9 5.96% 17.88%
45 10 6.62% 24.50%
46 13 8.61% 33.11%
47 11 7.28% 40.40%
48 11 7.28% 47.68%
49 24 15.89% 63.58%
50 9 5.96% 69.54%
51 13 8.61% 78.15%
52 8 5.30% 83.44%
53 3 1.99% 85.43%
54 7 4.64% 90.07%
55 3 1.99% 92.05%
56 6 3.97% 96.03%
57 0 0.00% 96.03%
58 2 1.32% 97.35%
59 2 1.32% 98.68%
60 1 0.66% 99.34%
61 1 0.66% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
Total: 151 100%
spd_form.xls
2:30 - 3:05P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
169
CITY OF OXNARD 32

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 12:55-1:25PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 45 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 49 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 40 To 49 Justification
Percentage of Vehicles in Pace 77%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 1.17

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal/ stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4000
Vertical/Horizontal Alignment None
Road Width 60'
Parking Restriction Yes
No. Lanes and Median 2/ WB, 1/EB
Improvement (SW, C & G) C&G&SW on N/S, None on S/S
Bicycle lanes/Type Class II /WB
Crosswalks/Type
Adjacent Land use Residential N/S & Farm land S/S
Comments
ID:

Doris Ave Patterson Rd / Ventura Rd
at Coronado Pl
CVC 22358.6
170
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Doris Ave
Location: at Coronado Pl
Between: Patterson Rd / Ventura Rd Ref. # 32
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 45
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 45
27 0 0.00% 0.00% 85th Percentile: 49
28 0 0.00% 0.00% 97th Percentile: 55
29 0 0.00% 0.00% 10 Mile Pace: 40 to 49
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.52%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 3 2.27% 2.27%
37 4 3.03% 5.30%
38 2 1.52% 6.82%
39 5 3.79% 10.61%
40 6 4.55% 15.15%
41 10 7.58% 22.73%
42 9 6.82% 29.55%
43 11 8.33% 37.88%
44 14 10.61% 48.48%
45 16 12.12% 60.61%
46 15 11.36% 71.97%
47 5 3.79% 75.76%
48 6 4.55% 80.30%
49 9 6.82% 87.12%
50 3 2.27% 89.39%
51 3 2.27% 91.67%
52 5 3.79% 95.45%
53 1 0.76% 96.21%
54 0 0.00% 96.21%
55 3 2.27% 98.48%
56 2 1.52% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 132 100%
spd_form.xls
12:55-1:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
171
CITY OF OXNARD 33

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/17/2022 Day: Tuesday Hours: 2:50 - 3:30P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 30 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 34 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 25 To 34 Justification
Percentage of Vehicles in Pace 86%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 5
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 1.19
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal/ Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2900
Vertical/Horizontal Alignment Horizontal (Ventura /M St) Road Width 50'
Parking Restriction None
No. Lanes and Median 1/ direction, no median
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential / Commercial
Comments
ID:

Doris Ave Ventura Rd / F Street
between M St & H St
CVC 22358.8(a), high collison rate, keep
existing speed limit
172
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Doris Ave
Location: between M St & H St
Between: Ventura Rd / F Street Ref. # 33
Cumulative Date: 5/17/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 2 1.44% 1.44% Mean Speed: 30
24 3 2.16% 3.60% Standard Deviation: 3
25 9 6.47% 10.07% Standard error of the mean: 0.25
26 10 7.19% 17.27% 50th Percentile: 30
27 8 5.76% 23.02% 85th Percentile: 34
28 13 9.35% 32.37% 97th Percentile: 36
29 14 10.07% 42.45% 10 Mile Pace: 25 to 34
30 25 17.99% 60.43% % of Samples in 10-Mile Pace: 86.33% 31 10 7.19% 67.63% Comments:
32 6 4.32% 71.94%
33 15 10.79% 82.73%
34 10 7.19% 89.93%
35 5 3.60% 93.53%
36 5 3.60% 97.12%
37 1 0.72% 97.84%
38 2 1.44% 99.28%
39 0 0.00% 99.28%
40 1 0.72% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
2:50 - 3:30P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
173
CITY OF OXNARD 34

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/17/2022 Day: Tuesday Hours: 10:50-11:10A /1:45-2 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 26 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 30 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 23 To 32 Justification
Percentage of Vehicles in Pace 86%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 1.05
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal/ Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2750
Vertical/Horizontal Alignment None
Road Width 50'
Parking Restriction None
No. Lanes and Median 1/ direction, no median
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

E Street Wooley Rd / Fifth St
at Seventh St
Cvc 22358.8(a), hight collision rate, keep
existing speed limit
174
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: E Street
Location: at Seventh St
Between: Wooley Rd / Fifth St Ref. # 34
Cumulative Date: 5/17/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 1 1.52% 1.52% Remarks:
19 0 0.00% 1.52%
20 0 0.00% 1.52%
21 5 7.58% 9.09%
22 1 1.52% 10.61% DATA ANALYSIS:
23 9 13.64% 24.24% Mean Speed: 26
24 3 4.55% 28.79% Standard Deviation: 3
25 5 7.58% 36.36% Standard error of the mean: 0.37
26 11 16.67% 53.03% 50th Percentile: 26
27 8 12.12% 65.15% 85th Percentile: 30
28 6 9.09% 74.24% 97th Percentile: 33
29 5 7.58% 81.82% 10 Mile Pace: 23 to 32
30 3 4.55% 86.36% % of Samples in 10-Mile Pace: 86.36%
31 3 4.55% 90.91% Comments:
32 4 6.06% 96.97%
33 2 3.03% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 66 100%
spd_form.xls
10:50-11:10A /1:45-2:40P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
175
CITY OF OXNARD 35

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 9:50-10:35AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 37 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 74%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type None

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2000
Vertical/Horizontal Alignment None
Road Width 48'
Parking Restriction Yes
No. Lanes and Median TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Eastman Ave Lombard St / Rice Ave
at 2340 Eastman Ave
85th percentile speed
176
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Eastman Ave
Location: at 2340 Eastman Ave
Between: Lombard St / Rice Ave Ref. # 35
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 5
25 1 0.88% 0.88% Standard error of the mean: 0.47
26 2 1.75% 2.63% 50th Percentile: 37
27 0 0.00% 2.63% 85th Percentile: 42
28 0 0.00% 2.63% 97th Percentile: 47
29 0 0.00% 2.63% 10 Mile Pace: 32 to 41
30 3 2.63% 5.26% % of Samples in 10-Mile Pace: 73.68%
31 1 0.88% 6.14% Comments:
32 7 6.14% 12.28%
33 7 6.14% 18.42%
34 3 2.63% 21.05%
35 9 7.89% 28.95%
36 15 13.16% 42.11%
37 10 8.77% 50.88%
38 5 4.39% 55.26%
39 12 10.53% 65.79%
40 10 8.77% 74.56%
41 6 5.26% 79.82%
42 7 6.14% 85.96%
43 2 1.75% 87.72%
44 6 5.26% 92.98%
45 1 0.88% 93.86%
46 3 2.63% 96.49%
47 1 0.88% 97.37%
48 1 0.88% 98.25%
49 2 1.75% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 114 100%
spd_form.xls
9:50-10:35AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
177
CITY OF OXNARD 36

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 9:15-9:45AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 79%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 1.17
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type None

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3300
Vertical/Horizontal Alignment Horizontal
Road Width 48'-50'
Parking Restriction Yes
No. Lanes and Median TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Eastman Ave Rose Ave / Lombard St
at Hearst Dr
CVC 22358.6, high collision rate
178
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Eastman Ave
Location: at Hearst Dr
Between: Rose Ave / Lombard St Ref. # 36
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 4
25 1 0.87% 0.87% Standard error of the mean: 0.37
26 0 0.00% 0.87% 50th Percentile: 38
27 1 0.87% 1.74% 85th Percentile: 43
28 0 0.00% 1.74% 97th Percentile: 46
29 0 0.00% 1.74% 10 Mile Pace: 33 to 42
30 1 0.87% 2.61% % of Samples in 10-Mile Pace: 79.13%
31 1 0.87% 3.48% Comments:
32 2 1.74% 5.22%
33 8 6.96% 12.17%
34 5 4.35% 16.52%
35 10 8.70% 25.22%
36 9 7.83% 33.04%
37 11 9.57% 42.61%
38 14 12.17% 54.78%
39 12 10.43% 65.22%
40 8 6.96% 72.17%
41 6 5.22% 77.39%
42 8 6.96% 84.35%
43 5 4.35% 88.70%
44 3 2.61% 91.30%
45 2 1.74% 93.04%
46 5 4.35% 97.39%
47 2 1.74% 99.13%
48 0 0.00% 99.13%
49 0 0.00% 99.13%
50 1 0.87% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 115 100%
spd_form.xls
9:15-9:45AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
179
CITY OF OXNARD 37

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 2:30-3:10PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 87%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1560
Vertical/Horizontal Alignment None
Road Width 60'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ TWLT
Improvement (SW, C & G) None
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Emerson Ave Pacific Ave / Rose Ave
at Statham Blvd
85th percentile speed
180
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Emerson Ave
Location: at Statham Blvd
Between: Pacific Ave / Rose Ave Ref. # 37
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.28
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 41
28 1 0.84% 0.84% 97th Percentile: 43
29 1 0.84% 1.68% 10 Mile Pace: 33 to 42
30 0 0.00% 1.68% % of Samples in 10-Mile Pace: 87.39%
31 2 1.68% 3.36% Comments:
32 4 3.36% 6.72%
33 10 8.40% 15.13%
34 2 1.68% 16.81%
35 5 4.20% 21.01%
36 18 15.13% 36.13%
37 12 10.08% 46.22%
38 11 9.24% 55.46%
39 21 17.65% 73.11%
40 3 2.52% 75.63%
41 12 10.08% 85.71%
42 10 8.40% 94.12%
43 4 3.36% 97.48%
44 1 0.84% 98.32%
45 0 0.00% 98.32%
46 1 0.84% 99.16%
47 1 0.84% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 119 100%
spd_form.xls
2:30-3:10PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
181
CITY OF OXNARD 38

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 3:15-3:55PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 89%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3300
Vertical/Horizontal Alignment None
Road Width 24'
Parking Restriction Yes
No. Lanes and Median 1/ direction
Improvement (SW, C & G) C&G&SW on S/S only
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential /Farm Land
Comments
ID:

Emerson Ave Rose Ave / El Dorado Ave
at Dupont St
85th percentile speed
182
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Emerson Ave
Location: at Dupont St
Between: Rose Ave / El Dorado Ave Ref. # 38
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.38
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 42
28 0 0.00% 0.00% 97th Percentile: 44
29 0 0.00% 0.00% 10 Mile Pace: 33 to 42
30 1 0.93% 0.93% % of Samples in 10-Mile Pace: 88.89%
31 2 1.85% 2.78% Comments:
32 1 0.93% 3.70%
33 7 6.48% 10.19%
34 10 9.26% 19.44%
35 5 4.63% 24.07%
36 13 12.04% 36.11%
37 11 10.19% 46.30%
38 8 7.41% 53.70%
39 13 12.04% 65.74%
40 12 11.11% 76.85%
41 6 5.56% 82.41%
42 11 10.19% 92.59%
43 3 2.78% 95.37%
44 2 1.85% 97.22%
45 0 0.00% 97.22%
46 2 1.85% 99.07%
47 0 0.00% 99.07%
48 0 0.00% 99.07%
49 0 0.00% 99.07%
50 1 0.93% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 108 100%
spd_form.xls
3:15-3:55PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
183
CITY OF OXNARD 39

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 3:30-4:10PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 29 Existing Speed Zone None 85th Percentile Speed (mph) 34 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 24 To 33 Justification
Percentage of Vehicles in Pace 81%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 3000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2300
Vertical/Horizontal Alignment Horizontal
Road Width 24'
Parking Restriction No parking
No. Lanes and Median 1/ direction
Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Farm Land
Comments Laguna Vista Elementary school
School crosswalk (uncontrolled)
ID:

Etting Rd Pleasant Valley Rd / East City Limits
at Olds Rd
CVC 22358.6
184
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Etting Rd
Location: at Olds Rd
Between: Pleasant Valley Rd / East City Limits Ref. # 39 Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: None
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 1 1.00% 1.00%
21 1 1.00% 2.00%
22 0 0.00% 2.00% DATA ANALYSIS:
23 1 1.00% 3.00% Mean Speed: 30
24 4 4.00% 7.00% Standard Deviation: 4
25 8 8.00% 15.00% Standard error of the mean: 0.4
26 7 7.00% 22.00% 50th Percentile: 29
27 9 9.00% 31.00% 85th Percentile: 34
28 13 13.00% 44.00% 97th Percentile: 38
29 13 13.00% 57.00% 10 Mile Pace: 24 to 33
30 5 5.00% 62.00% % of Samples in 10-Mile Pace: 81.00%
31 5 5.00% 67.00% Comments:
32 8 8.00% 75.00%
33 9 9.00% 84.00%
34 4 4.00% 88.00%
35 4 4.00% 92.00%
36 3 3.00% 95.00%
37 1 1.00% 96.00%
38 2 2.00% 98.00%
39 1 1.00% 99.00%
40 1 1.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 100 100%
spd_form.xls
3:30-4:10PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
185
CITY OF OXNARD 40

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 3:35 -4:10P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 44 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 40 To 49 Justification
Percentage of Vehicles in Pace 88.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 16
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.68
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 14364
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 7920
Vertical/Horizontal Alignment Horizontal (Patterson/Ventura) Road Width 89'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Airport/ Park/ School
Comments Juan Lagunas Sori Elem School no crosswalk
ID:

Fifth Street Victoria Ave / Ventura Rd
300' w of Patterson Rd
CVC 22358.6
186
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth Street
Location: 300' w of Patterson Rd
Between: Victoria Ave / Ventura Rd Ref. # 40
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 45
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.28
26 0 0.00% 0.00% 50th Percentile: 44
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 51
29 0 0.00% 0.00% 10 Mile Pace: 40 to 49
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 88.29%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 0 0.00% 0.00%
37 1 0.90% 0.90%
38 2 1.80% 2.70%
39 2 1.80% 4.50%
40 4 3.60% 8.11%
41 3 2.70% 10.81%
42 14 12.61% 23.42%
43 14 12.61% 36.04%
44 17 15.32% 51.35%
45 11 9.91% 61.26%
46 18 16.22% 77.48%
47 5 4.50% 81.98%
48 5 4.50% 86.49%
49 7 6.31% 92.79%
50 2 1.80% 94.59%
51 3 2.70% 97.30%
52 1 0.90% 98.20%
53 0 0.00% 98.20%
54 1 0.90% 99.10%
55 0 0.00% 99.10%
56 1 0.90% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 111 100%
spd_form.xls
3:35 -4:10P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
187
CITY OF OXNARD 41

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 6/29/2022 Day: Wednesday Hours: 9:00 -9:30A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 30 To 39 Justification
Percentage of Vehicles in Pace 78.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.18
Expected Collision Rate (ACC/MVM) 1.17

TRAFFIC FACTORS
Average Daily Traffic 13152
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4150
Vertical/Horizontal Alignment Horizontal (D St/ C St)
Road Width 79'-61'
Parking Restriction Yes
No. Lanes and Median 2-1 /direction, Raised/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Fifth Street Ventura Rd / C Street
at Hobson / F St
CVC 22358.8(a), keep existing speed limit
188
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth Street
Location: at Hobson / F St
Between: Ventura Rd / C Street Ref. # 41
Cumulative Date: 6/29/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.37
26 1 0.83% 0.83% 50th Percentile: 36
27 0 0.00% 0.83% 85th Percentile: 41
28 2 1.67% 2.50% 97th Percentile: 44
29 0 0.00% 2.50% 10 Mile Pace: 30 to 39
30 4 3.33% 5.83% % of Samples in 10-Mile Pace: 78.33%
31 7 5.83% 11.67% Comments:
32 6 5.00% 16.67%
33 5 4.17% 20.83%
34 9 7.50% 28.33%
35 12 10.00% 38.33%
36 16 13.33% 51.67%
37 12 10.00% 61.67%
38 13 10.83% 72.50%
39 10 8.33% 80.83%
40 4 3.33% 84.17%
41 4 3.33% 87.50%
42 7 5.83% 93.33%
43 3 2.50% 95.83%
44 3 2.50% 98.33%
45 2 1.67% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 120 100%
spd_form.xls
9:00 -9:30A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
189
CITY OF OXNARD 42

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 11:50AM-12:10PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 75.9%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.19
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 13152
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1965
Vertical/Horizontal Alignment Horizontal (C St/ A St)
Road Width 61'
Parking Restriction Yes, Diagonal parking allowed
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Fifth St Oxnard Blvd / RR Tracks
at Meta St
85th percentile speed
190
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth St
Location: at Meta St
Between: Oxnard Blvd / RR Tracks Ref. # 42
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 1 0.69% 0.69% Mean Speed: 33
24 2 1.38% 2.07% Standard Deviation: 4
25 2 1.38% 3.45% Standard error of the mean: 0.33
26 5 3.45% 6.90% 50th Percentile: 33
27 5 3.45% 10.34% 85th Percentile: 37
28 9 6.21% 16.55% 97th Percentile: 40
29 11 7.59% 24.14% 10 Mile Pace: 28 to 37
30 14 9.66% 33.79% % of Samples in 10-Mile Pace: 75.86% 31 9 6.21% 40.00% Comments:
32 13 8.97% 48.97%
33 20 13.79% 62.76%
34 8 5.52% 68.28%
35 9 6.21% 74.48%
36 10 6.90% 81.38%
37 7 4.83% 86.21%
38 7 4.83% 91.03%
39 3 2.07% 93.10%
40 6 4.14% 97.24%
41 1 0.69% 97.93%
42 1 0.69% 98.62%
43 0 0.00% 98.62%
44 2 1.38% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 145 100%
spd_form.xls
11:50AM-12:10PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
191
CITY OF OXNARD 43

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 12:13-12:33PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 40 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 35 To 44 Justification
Percentage of Vehicles in Pace 72%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 13277
Traffic Control Type None

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1650
Vertical/Horizontal Alignment Horizontal
Road Width 61'
Parking Restriction Yes
No. Lanes and Median 2/ direction/ Painted
Improvement (SW, C & G) Partial
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial/ RR tracks
Comments
ID:

Fifth St RR Tracks / Richmond Ave
W of Richmond Ave
CVC 22358.8(a), railroad crossing, keep
existing speed limit
192
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth St
Location: W of Richmond Ave
Between: RR Tracks / Richmond Ave Ref. # 43
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 40
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.41
26 0 0.00% 0.00% 50th Percentile: 40
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 51
29 1 0.67% 0.67% 10 Mile Pace: 35 to 44
30 0 0.00% 0.67% % of Samples in 10-Mile Pace: 71.81%
31 3 2.01% 2.68% Comments:
32 3 2.01% 4.70%
33 6 4.03% 8.72%
34 2 1.34% 10.07%
35 5 3.36% 13.42%
36 11 7.38% 20.81%
37 11 7.38% 28.19%
38 14 9.40% 37.58%
39 16 10.74% 48.32%
40 16 10.74% 59.06%
41 14 9.40% 68.46%
42 10 6.71% 75.17%
43 3 2.01% 77.18%
44 7 4.70% 81.88%
45 4 2.68% 84.56%
46 6 4.03% 88.59%
47 10 6.71% 95.30%
48 1 0.67% 95.97%
49 0 0.00% 95.97%
50 1 0.67% 96.64%
51 1 0.67% 97.32%
52 1 0.67% 97.99%
53 3 2.01% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 149 100%
spd_form.xls
12:13-12:33PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
193
CITY OF OXNARD 44

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 12:37-12:55P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 31 To 40 Justification
Percentage of Vehicles in Pace 75%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.25
Expected Collision Rate (ACC/MVM) 1.17

TRAFFIC FACTORS
Average Daily Traffic 13277
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2950
Vertical/Horizontal Alignment Horizontal (road tighten) Road Width 61'-32'
Parking Restriction None
No. Lanes and Median 2-1/ direction/ Painted
Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial/ RR tracks
Comments
ID:

Fifth St Richmond Ave / Rose Ave
E of Diez
CVC 22358.8(a), railroad crossing, keep
existing speed limit
194
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth St
Location: E of Diez
Between: Richmond Ave / Rose Ave Ref. # 44
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 1 0.72% 0.72% Mean Speed: 36
24 0 0.00% 0.72% Standard Deviation: 5
25 1 0.72% 1.44% Standard error of the mean: 0.42
26 2 1.44% 2.88% 50th Percentile: 36
27 1 0.72% 3.60% 85th Percentile: 41
28 2 1.44% 5.04% 97th Percentile: 47
29 2 1.44% 6.47% 10 Mile Pace: 31 to 40
30 2 1.44% 7.91% % of Samples in 10-Mile Pace: 74.82%
31 8 5.76% 13.67% Comments:
32 8 5.76% 19.42%
33 11 7.91% 27.34%
34 12 8.63% 35.97%
35 10 7.19% 43.17%
36 14 10.07% 53.24%
37 11 7.91% 61.15%
38 10 7.19% 68.35%
39 12 8.63% 76.98%
40 8 5.76% 82.73%
41 4 2.88% 85.61%
42 6 4.32% 89.93%
43 3 2.16% 92.09%
44 1 0.72% 92.81%
45 1 0.72% 93.53%
46 3 2.16% 95.68%
47 3 2.16% 97.84%
48 2 1.44% 99.28%
49 1 0.72% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
12:37-12:55P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
195
CITY OF OXNARD 45

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 1:00-1:20PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 49 Existing Speed Zone 55 mph 85th Percentile Speed (mph) 55 Proposed Speed Zone 55 mph 10 mph Pace Speed (mph) 45 To 54 Justification
Percentage of Vehicles in Pace 61%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.48
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 13277
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 5275
Vertical/Horizontal Alignment None
Road Width 40'
Parking Restriction None
No. Lanes and Median 1/ direction
Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Farm land/ RR tracks
Comments
ID:

Fifth St Rose Ave / Rice Ave
2000 ft E of Rose Ave
85th percentile speed
196
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth St
Location: 2000 ft E of Rose Ave
Between: Rose Ave / Rice Ave Ref. # 45
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours:
21 0 0.00% 0.00% Recorder: EY /AY
22 0 0.00% 0.00% Posted Speed: 55 mph
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.49
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 61.07%
36 0 0.00% 0.00% Comments:
37 3 2.01% 2.01%
38 5 3.36% 5.37%
39 2 1.34% 6.71%
40 5 3.36% 10.07%
41 0 0.00% 10.07%
42 3 2.01% 12.08%
43 10 6.71% 18.79%
44 3 2.01% 20.81%
45 7 4.70% 25.50%
46 15 10.07% 35.57%
47 6 4.03% 39.60%
48 9 6.04% 45.64%
49 15 10.07% 55.70%
50 5 3.36% 59.06%
51 7 4.70% 63.76%
52 12 8.05% 71.81%
53 9 6.04% 77.85%
54 6 4.03% 81.88%
55 7 4.70% 86.58%
56 7 4.70% 91.28%
57 5 3.36% 94.63%
58 2 1.34% 95.97%
59 5 3.36% 99.33%
60 0 0.00% 99.33%
61 0 0.00% 99.33%
62 0 0.00% 99.33%
63 0 0.00% 99.33%
66 1 0.67% 100.00%
Total: 149 100%
spd_form.xls
1:00-1:20PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
197
CITY OF OXNARD 46

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 1:25-1:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 52 Existing Speed Zone None 85th Percentile Speed (mph) 56 Proposed Speed Zone 55 mph 10 mph Pace Speed (mph) 47 To 56 Justification
Percentage of Vehicles in Pace 62%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 5
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.41
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 13277
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4450
Vertical/Horizontal Alignment None
Road Width 40'
Parking Restriction None
No. Lanes and Median 1/ direction
Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Farm Land/ RR tracks
Comments
Dirt shoulder
ID:

Fifth St Rice Ave / Del Norte Blvd
2500 ft E of Rice Ave
85th percentile speed
198
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Fifth St
Location: 2500 ft E of Rice Ave
Between: Rice Ave / Del Norte Blvd Ref. # 46
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
25 0 0.00% 0.00% Hours:
26 0 0.00% 0.00% Recorder: EY /AY
27 0 0.00% 0.00% Posted Speed: None
28 0 0.00% 0.00% Remarks:
29 0 0.00% 0.00%
30 0 0.00% 0.00%
31 0 0.00% 0.00%
32 0 0.00% 0.00% DATA ANALYSIS:
33 0 0.00% 0.00% Mean Speed: 51
34 0 0.00% 0.00% Standard Deviation: 6
35 0 0.00% 0.00% Standard error of the mean: 0.51
36 0 0.00% 0.00% 50th Percentile: 52
37 0 0.00% 0.00% 85th Percentile: 56
38 1 0.72% 0.72% 97th Percentile: 63
39 1 0.72% 1.44% 10 Mile Pace: 47 to 56
40 2 1.44% 2.88% % of Samples in 10-Mile Pace: 61.87%
41 6 4.32% 7.19% Comments:
42 3 2.16% 9.35%
43 2 1.44% 10.79%
44 4 2.88% 13.67%
45 4 2.88% 16.55%
46 10 7.19% 23.74%
47 8 5.76% 29.50%
48 10 7.19% 36.69%
49 7 5.04% 41.73%
50 6 4.32% 46.04%
51 3 2.16% 48.20%
52 15 10.79% 58.99%
53 7 5.04% 64.03%
54 8 5.76% 69.78%
55 8 5.76% 75.54%
56 14 10.07% 85.61%
57 3 2.16% 87.77%
58 2 1.44% 89.21%
59 4 2.88% 92.09%
60 3 2.16% 94.24%
61 3 2.16% 96.40%
62 0 0.00% 96.40%
63 1 0.72% 97.12%
64 1 0.72% 97.84%
65 1 0.72% 98.56%
66 0 0.00% 98.56%
67 0 0.00% 98.56%
68 2 1.44% 100.00%
69 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
1:25-1:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
199
CITY OF OXNARD 47

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22 & 5/18 Day: Fri / Wed Hours: 2:10-3:00P / 8:20-8:5 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 28 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 33 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 24 To 33 Justification
Percentage of Vehicles in Pace 79%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.65
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 4000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1850
Vertical/Horizontal Alignment Horizontal (at Frankfort) Road Width 36'
Parking Restriction Yes
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential/ High school/ Park
Comments Channel Islnds High school, uncontrolled crosswalk ID:

Gary Dr Albany Dr / Rose Ave
at Boston Dr
CVC 22358.6
200
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gary Dr
Location: at Boston Dr
Between: Albany Dr / Rose Ave Ref. # 47
Cumulative Date: 4/22 & 5/18 Day: Fri/Wed
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY/EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 3 3.00% 3.00%
22 3 3.00% 6.00% DATA ANALYSIS:
23 2 2.00% 8.00% Mean Speed: 29
24 4 4.00% 12.00% Standard Deviation: 4
25 6 6.00% 18.00% Standard error of the mean: 0.4
26 13 13.00% 31.00% 50th Percentile: 28
27 12 12.00% 43.00% 85th Percentile: 33
28 12 12.00% 55.00% 97th Percentile: 39
29 9 9.00% 64.00% 10 Mile Pace: 24 to 33
30 6 6.00% 70.00% % of Samples in 10-Mile Pace: 79.00%
31 9 9.00% 79.00% Comments:
32 5 5.00% 84.00%
33 3 3.00% 87.00%
34 3 3.00% 90.00%
35 1 1.00% 91.00%
36 3 3.00% 94.00%
37 1 1.00% 95.00%
38 0 0.00% 95.00%
39 3 3.00% 98.00%
40 1 1.00% 99.00%
41 1 1.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 100 100%
spd_form.xls
2:10-3:00P / 8:20-8:55A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
201
CITY OF OXNARD 48

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12/2022 Day: Tuesday Hours: 11:17-11:35AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 44 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 49 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 40 To 49 Justification
Percentage of Vehicles in Pace 76.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.14
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 15883
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2130
Vertical/Horizontal Alignment None
Road Width 84'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Farm land/ High school
Comments
ID:

Gonzales Rd Victoria Ave / Merion Way
300 ft W of Merion Way
CVC 22358.6
202
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: 300 ft W of Merion Way
Between: Victoria Ave / Merion Way Ref. # 48
Cumulative Date: 4/12/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: DR /JR
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.36
26 0 0.00% 0.00% 50th Percentile: 44
27 0 0.00% 0.00% 85th Percentile: 49
28 0 0.00% 0.00% 97th Percentile: 53
29 0 0.00% 0.00% 10 Mile Pace: 40 to 49
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.19%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 3 2.38% 2.38%
36 2 1.59% 3.97%
37 2 1.59% 5.56%
38 3 2.38% 7.94%
39 7 5.56% 13.49%
40 9 7.14% 20.63%
41 9 7.14% 27.78%
42 13 10.32% 38.10%
43 14 11.11% 49.21%
44 6 4.76% 53.97%
45 9 7.14% 61.11%
46 13 10.32% 71.43%
47 9 7.14% 78.57%
48 5 3.97% 82.54%
49 9 7.14% 89.68%
50 2 1.59% 91.27%
51 3 2.38% 93.65%
52 3 2.38% 96.03%
53 4 3.17% 99.21%
54 0 0.00% 99.21%
55 1 0.79% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 126 100%
spd_form.xls
11:17-11:35AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
203
CITY OF OXNARD 49

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12/2022 Day: Tuesday Hours: 11:40-11:55AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 79.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.29
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 15883
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2120
Vertical/Horizontal Alignment None
Road Width 84'
Parking Restriction No parking
No. Lanes and Median 2/ direction /Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Fam Land/ High school/ Elem school Comments Oxnard High school crosswalk controlled
Thurgood Marshall Elem crosswalk controlled
ID:

Gonzales Rd Merion Way / Patterson Rd
300' e/o Campus
CVC 22358.6
204
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: 300' e/o Campus
Between: Merion Way / Patterson Rd Ref. # 49
Cumulative Date: 4/12/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: DR /JR
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 54
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.55%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 1 0.76% 0.76%
36 2 1.52% 2.27%
37 1 0.76% 3.03%
38 8 6.06% 9.09%
39 9 6.82% 15.91%
40 7 5.30% 21.21%
41 11 8.33% 29.55%
42 11 8.33% 37.88%
43 16 12.12% 50.00%
44 13 9.85% 59.85%
45 10 7.58% 67.42%
46 13 9.85% 77.27%
47 7 5.30% 82.58%
48 7 5.30% 87.88%
49 4 3.03% 90.91%
50 3 2.27% 93.18%
51 3 2.27% 95.45%
52 1 0.76% 96.21%
53 0 0.00% 96.21%
54 3 2.27% 98.48%
55 0 0.00% 98.48%
56 0 0.00% 98.48%
57 1 0.76% 99.24%
58 1 0.76% 100.00%
59 0 0.00% 100.00%
Total: 132 100%
spd_form.xls
11:40-11:55AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
205
CITY OF OXNARD 50

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 3:08-3:25pm 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 83.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.09
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 14741
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3790
Vertical/Horizontal Alignment None
Road Width 80'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Gonzales Rd Patterson Rd / Ventura Rd
E of Gallatin Pl
85th percentile speed
206
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: E of Gallatin Pl
Between: Patterson Rd / Ventura Rd Ref. # 50
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 49
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 83.06%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 2 1.09% 1.09%
34 1 0.55% 1.64%
35 1 0.55% 2.19%
36 5 2.73% 4.92%
37 4 2.19% 7.10%
38 11 6.01% 13.11%
39 16 8.74% 21.86%
40 11 6.01% 27.87%
41 12 6.56% 34.43%
42 21 11.48% 45.90%
43 19 10.38% 56.28%
44 18 9.84% 66.12%
45 20 10.93% 77.05%
46 17 9.29% 86.34%
47 7 3.83% 90.16%
48 7 3.83% 93.99%
49 6 3.28% 97.27%
50 2 1.09% 98.36%
51 1 0.55% 98.91%
52 1 0.55% 99.45%
53 0 0.00% 99.45%
54 0 0.00% 99.45%
55 0 0.00% 99.45%
56 0 0.00% 99.45%
57 1 0.55% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 183 100%
spd_form.xls
3:08-3:25pm
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
207
CITY OF OXNARD 51

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 2:45-3:02PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 34 To 43 Justification
Percentage of Vehicles in Pace 73.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 10
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 0.64
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 30360
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2480
Vertical/Horizontal Alignment Horizontal (Ventura/Lobelia Dr) Road Width 80'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Gonzales Rd Ventura Rd / H St
at Lantana St
CVC 22358.6, Reduce speed limit
208
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: at Lantana St
Between: Ventura Rd / H St Ref. # 51
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.4
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 43
28 2 1.28% 1.28% 97th Percentile: 48
29 3 1.92% 3.21% 10 Mile Pace: 34 to 43
30 5 3.21% 6.41% % of Samples in 10-Mile Pace: 73.08%
31 7 4.49% 10.90% Comments:
32 2 1.28% 12.18%
33 5 3.21% 15.38%
34 7 4.49% 19.87%
35 9 5.77% 25.64%
36 16 10.26% 35.90%
37 11 7.05% 42.95%
38 11 7.05% 50.00%
39 19 12.18% 62.18%
40 10 6.41% 68.59%
41 10 6.41% 75.00%
42 12 7.69% 82.69%
43 9 5.77% 88.46%
44 2 1.28% 89.74%
45 6 3.85% 93.59%
46 5 3.21% 96.79%
47 0 0.00% 96.79%
48 1 0.64% 97.44%
49 3 1.92% 99.36%
50 0 0.00% 99.36%
51 1 0.64% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 156 100%
spd_form.xls
2:45-3:02PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
209
CITY OF OXNARD 52

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 2:20-2:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 81%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 19
No. with Speed violations 8
Predominant type
Collision Rate (ACC/MVM) 1.09
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 30360
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2775
Vertical/Horizontal Alignment Horizontal (C St/ Oxnard) Road Width 80'-100'
Parking Restriction No parking
No. Lanes and Median 2-3/ direction/ Raised
Improvement (SW, C & G) C&G&SW, No sidewalk S/S between Frontage/Dover St Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Gonzales Rd H St / Oxnard Blvd
at Ginger St
CVC 22358.6, high collision rate, reduce
speed limit
210
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: at Ginger St
Between: H St / Oxnard Blvd Ref. # 52
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 43
28 0 0.00% 0.00% 97th Percentile: 47
29 0 0.00% 0.00% 10 Mile Pace: 33 to 42
30 1 0.58% 0.58% % of Samples in 10-Mile Pace: 80.92%
31 0 0.00% 0.58% Comments:
32 3 1.73% 2.31%
33 10 5.78% 8.09%
34 3 1.73% 9.83%
35 10 5.78% 15.61%
36 20 11.56% 27.17%
37 14 8.09% 35.26%
38 9 5.20% 40.46%
39 32 18.50% 58.96%
40 15 8.67% 67.63%
41 11 6.36% 73.99%
42 16 9.25% 83.24%
43 7 4.05% 87.28%
44 6 3.47% 90.75%
45 4 2.31% 93.06%
46 5 2.89% 95.95%
47 2 1.16% 97.11%
48 1 0.58% 97.69%
49 2 1.16% 98.84%
50 0 0.00% 98.84%
51 1 0.58% 99.42%
52 1 0.58% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 173 100%
spd_form.xls
2:20-2:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
211
CITY OF OXNARD 53

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 2:03-2:15PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 83%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 9
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 0.34
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 36169
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3540
Vertical/Horizontal Alignment None
Road Width 125'-100'
Parking Restriction No parking
No. Lanes and Median 3/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Farm land
Comments RR crossing at Oxnard Blvd.

Pacific High school crosswalk controlled
ID:

Gonzales Rd Oxnard Blvd / Snow Ave
at Indiana Dr
85th percentile speed
212
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: at Indiana Dr
Between: Oxnard Blvd / Snow Ave Ref. # 53
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 50
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 82.97%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 1 0.55% 0.55%
34 0 0.00% 0.55%
35 1 0.55% 1.10%
36 8 4.40% 5.49%
37 3 1.65% 7.14%
38 6 3.30% 10.44%
39 8 4.40% 14.84%
40 11 6.04% 20.88%
41 17 9.34% 30.22%
42 33 18.13% 48.35%
43 17 9.34% 57.69%
44 20 10.99% 68.68%
45 16 8.79% 77.47%
46 17 9.34% 86.81%
47 5 2.75% 89.56%
48 7 3.85% 93.41%
49 3 1.65% 95.05%
50 4 2.20% 97.25%
51 0 0.00% 97.25%
52 3 1.65% 98.90%
53 1 0.55% 99.45%
54 0 0.00% 99.45%
55 0 0.00% 99.45%
56 0 0.00% 99.45%
57 1 0.55% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 182 100%
spd_form.xls
2:03-2:15PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
213
CITY OF OXNARD 54

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 1:42-2:00PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 47 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 78%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 0.44
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 36169
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2100
Vertical/Horizontal Alignment None
Road Width 100'-105'
Parking Restriction No parking
No. Lanes and Median 3/ direction(#1 land to left turn E/B to Rose N/B)/ Raised Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Gonzales Rd Snow Ave / Rose Ave
at Almanor St
85th percentile speed
214
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: at Almanor St
Between: Snow Ave / Rose Ave Ref. # 54
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.31
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 47
28 0 0.00% 0.00% 97th Percentile: 51
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.40%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 2 1.23% 1.23%
35 2 1.23% 2.47%
36 7 4.32% 6.79%
37 5 3.09% 9.88%
38 7 4.32% 14.20%
39 18 11.11% 25.31%
40 16 9.88% 35.19%
41 18 11.11% 46.30%
42 16 9.88% 56.17%
43 9 5.56% 61.73%
44 14 8.64% 70.37%
45 10 6.17% 76.54%
46 11 6.79% 83.33%
47 8 4.94% 88.27%
48 5 3.09% 91.36%
49 9 5.56% 96.91%
50 0 0.00% 96.91%
51 2 1.23% 98.15%
52 1 0.62% 98.77%
53 1 0.62% 99.38%
54 1 0.62% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 162 100%
spd_form.xls
1:42-2:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
215
CITY OF OXNARD 55

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 1:13-1:30PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 47 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 81%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.15
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 23271
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2710
Vertical/Horizontal Alignment None
Road Width 105'
Parking Restriction No parking
No. Lanes and Median 3/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial/ Industrial/ Residential
Comments
ID:

Gonzales Rd Rose Ave / Lombard St
at Williams Dr
85th percentile speed
216
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: at Williams Dr
Between: Rose Ave / Lombard St Ref. # 55
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 47
28 0 0.00% 0.00% 97th Percentile: 50
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 81.32%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 2 1.10% 1.10%
34 0 0.00% 1.10%
35 2 1.10% 2.20%
36 8 4.40% 6.59%
37 4 2.20% 8.79%
38 10 5.49% 14.29%
39 24 13.19% 27.47%
40 14 7.69% 35.16%
41 12 6.59% 41.76%
42 28 15.38% 57.14%
43 13 7.14% 64.29%
44 15 8.24% 72.53%
45 5 2.75% 75.27%
46 15 8.24% 83.52%
47 12 6.59% 90.11%
48 6 3.30% 93.41%
49 5 2.75% 96.15%
50 3 1.65% 97.80%
51 1 0.55% 98.35%
52 2 1.10% 99.45%
53 0 0.00% 99.45%
54 0 0.00% 99.45%
55 0 0.00% 99.45%
56 0 0.00% 99.45%
57 0 0.00% 99.45%
58 1 0.55% 100.00%
59 0 0.00% 100.00%
Total: 182 100%
spd_form.xls
1:13-1:30PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
217
CITY OF OXNARD 56

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/29/2022 Day: Tuesday Hours: 12:45-1:05PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 78.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 5
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.47
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 23271
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2200
Vertical/Horizontal Alignment None
Road Width 105'
Parking Restriction No parking
No. Lanes and Median 3/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Gonzales Rd Lombard St / Rice Ave
w/o Solar Dr
85th percentile speed
218
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gonzales Rd
Location: w/o Solar Dr
Between: Lombard St / Rice Ave Ref. # 56
Cumulative Date: 3/29/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 52
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.65%
31 0 0.00% 0.00% Comments:
32 1 0.56% 0.56%
33 1 0.56% 1.12%
34 1 0.56% 1.69%
35 5 2.81% 4.49%
36 8 4.49% 8.99%
37 6 3.37% 12.36%
38 7 3.93% 16.29%
39 22 12.36% 28.65%
40 11 6.18% 34.83%
41 15 8.43% 43.26%
42 22 12.36% 55.62%
43 5 2.81% 58.43%
44 17 9.55% 67.98%
45 16 8.99% 76.97%
46 15 8.43% 85.39%
47 10 5.62% 91.01%
48 4 2.25% 93.26%
49 2 1.12% 94.38%
50 1 0.56% 94.94%
51 3 1.69% 96.63%
52 1 0.56% 97.19%
53 3 1.69% 98.88%
54 1 0.56% 99.44%
55 0 0.00% 99.44%
56 0 0.00% 99.44%
57 1 0.56% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 178 100%
spd_form.xls
12:45-1:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
219
CITY OF OXNARD 57

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/5/2022 Day: Tuesday Hours: 10:18-10:55A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 68.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2775
Vertical/Horizontal Alignment Vertical (Camino Del Sol/ Celsius) Road Width 48'
Parking Restriction No parking
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) C&G&SW, no sidewalk E/S 275' S of Latigo Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial/ Residential
Comments
ID:

Graves Avenue Celsius Ave / Latigo Ave
200' w/o Camino Del Sol
85th percentile speed
220
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Graves Avenue
Location: 200' w/o Camino Del Sol
Between: Celsius Ave / Latigo Ave Ref. # 57
Cumulative Date: 4/5/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 5
25 1 0.93% 0.93% Standard error of the mean: 0.48
26 1 0.93% 1.87% 50th Percentile: 36
27 1 0.93% 2.80% 85th Percentile: 41
28 1 0.93% 3.74% 97th Percentile: 49
29 6 5.61% 9.35% 10 Mile Pace: 32 to 41
30 7 6.54% 15.89% % of Samples in 10-Mile Pace: 68.22%
31 5 4.67% 20.56% Comments:
32 5 4.67% 25.23%
33 9 8.41% 33.64%
34 7 6.54% 40.19%
35 7 6.54% 46.73%
36 8 7.48% 54.21%
37 4 3.74% 57.94%
38 7 6.54% 64.49%
39 5 4.67% 69.16%
40 10 9.35% 78.50%
41 11 10.28% 88.79%
42 4 3.74% 92.52%
43 2 1.87% 94.39%
44 0 0.00% 94.39%
45 2 1.87% 96.26%
46 0 0.00% 96.26%
47 0 0.00% 96.26%
48 0 0.00% 96.26%
49 2 1.87% 98.13%
50 1 0.93% 99.07%
51 1 0.93% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 107 100%
spd_form.xls
10:18-10:55A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
221
CITY OF OXNARD 58

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/5/2022 Day: Tuesday Hours: 9:40-10:15AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 30 To 39 Justification
Percentage of Vehicles in Pace 75%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2120
Vertical/Horizontal Alignment Vertical (at Wankel Way)
Road Width 48'
Parking Restriction No parking
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) C&G&SW, no sidewalk E/S Wankel/ Santiago Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial/ Residential
Comments
ID:

Graves Ave Latigo Ave / Wankel Way
at Pajaro St
85th percentile speed
222
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Graves Ave
Location: at Pajaro St
Between: Latigo Ave / Wankel Way Ref. # 58
Cumulative Date: 4/5/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.38
26 1 0.93% 0.93% 50th Percentile: 36
27 2 1.85% 2.78% 85th Percentile: 41
28 1 0.93% 3.70% 97th Percentile: 45
29 4 3.70% 7.41% 10 Mile Pace: 30 to 39
30 3 2.78% 10.19% % of Samples in 10-Mile Pace: 75.00%
31 5 4.63% 14.81% Comments:
32 4 3.70% 18.52%
33 10 9.26% 27.78%
34 12 11.11% 38.89%
35 7 6.48% 45.37%
36 14 12.96% 58.33%
37 10 9.26% 67.59%
38 8 7.41% 75.00%
39 8 7.41% 82.41%
40 2 1.85% 84.26%
41 4 3.70% 87.96%
42 4 3.70% 91.67%
43 2 1.85% 93.52%
44 3 2.78% 96.30%
45 1 0.93% 97.22%
46 2 1.85% 99.07%
47 1 0.93% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 108 100%
spd_form.xls
9:40-10:15AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
223
CITY OF OXNARD 59

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/3/2022 Day: Tuesday Hours: 3:45-4:20PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 73.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2725
Vertical/Horizontal Alignment None
Road Width 40'
Parking Restriction No parking
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Cemetery
Comments
ID:

H Street Violet Way / Vineyard Ave
at Rosebud Dr
85th percentile speed
224
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: H Street
Location: at Rosebud Dr
Between: Violet Way / Vineyard Ave Ref. # 59
Cumulative Date: 5/3/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.39
26 1 0.94% 0.94% 50th Percentile: 36
27 0 0.00% 0.94% 85th Percentile: 41
28 3 2.83% 3.77% 97th Percentile: 44
29 3 2.83% 6.60% 10 Mile Pace: 32 to 41
30 5 4.72% 11.32% % of Samples in 10-Mile Pace: 73.58%
31 2 1.89% 13.21% Comments:
32 10 9.43% 22.64%
33 5 4.72% 27.36%
34 8 7.55% 34.91%
35 7 6.60% 41.51%
36 12 11.32% 52.83%
37 7 6.60% 59.43%
38 5 4.72% 64.15%
39 12 11.32% 75.47%
40 8 7.55% 83.02%
41 4 3.77% 86.79%
42 5 4.72% 91.51%
43 2 1.89% 93.40%
44 4 3.77% 97.17%
45 1 0.94% 98.11%
46 0 0.00% 98.11%
47 2 1.89% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 106 100%
spd_form.xls
3:45-4:20PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
225
CITY OF OXNARD 60

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 10:00-10:30AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 40 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 36 To 43 Justification
Percentage of Vehicles in Pace 80.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.56
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3700
Vertical/Horizontal Alignment None
Road Width 63'
Parking Restriction None
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

H Street Vineyard Ave / Gonzales Rd
at Holly Ave
CVC 22358.6
226
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: H Street
Location: at Holly Ave
Between: Vineyard Ave / Gonzales Rd Ref. # 60
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 40
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.37
26 0 0.00% 0.00% 50th Percentile: 40
27 0 0.00% 0.00% 85th Percentile: 43
28 1 0.83% 0.83% 97th Percentile: 48
29 0 0.00% 0.83% 10 Mile Pace: 36 to 45
30 0 0.00% 0.83% % of Samples in 10-Mile Pace: 80.83%
31 0 0.00% 0.83% Comments:
32 2 1.67% 2.50%
33 7 5.83% 8.33%
34 2 1.67% 10.00%
35 4 3.33% 13.33%
36 8 6.67% 20.00%
37 9 7.50% 27.50%
38 10 8.33% 35.83%
39 15 12.50% 48.33%
40 10 8.33% 56.67%
41 12 10.00% 66.67%
42 15 12.50% 79.17%
43 7 5.83% 85.00%
44 5 4.17% 89.17%
45 6 5.00% 94.17%
46 2 1.67% 95.83%
47 1 0.83% 96.67%
48 1 0.83% 97.50%
49 1 0.83% 98.33%
50 1 0.83% 99.17%
51 0 0.00% 99.17%
52 1 0.83% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 120 100%
spd_form.xls
10:00-10:30AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
227
CITY OF OXNARD 61

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 10:35-11:05AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 83.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.65
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal/ Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4230
Vertical/Horizontal Alignment Vertical (Gonzales/Ivywood Rd) Road Width 63'-49'
Parking Restriction Partial
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Residential/ School/ Park
Comments Oxnard Freemont school uncontrolled crosswalk
ID:

H Street Gonzales Rd / Doris Ave
at Glenwood Dr
22358.8(a), school safety, keep existing
speed limit
228
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: H Street
Location: at Glenwood Dr
Between: Gonzales Rd / Doris Ave Ref. # 61
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 33
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.36
26 3 2.44% 2.44% 50th Percentile: 33
27 4 3.25% 5.69% 85th Percentile: 37
28 2 1.63% 7.32% 97th Percentile: 41
29 8 6.50% 13.82% 10 Mile Pace: 29 to 38
30 7 5.69% 19.51% % of Samples in 10-Mile Pace: 83.74%
31 10 8.13% 27.64% Comments:
32 17 13.82% 41.46%
33 14 11.38% 52.85%
34 15 12.20% 65.04%
35 12 9.76% 74.80%
36 10 8.13% 82.93%
37 5 4.07% 86.99%
38 5 4.07% 91.06%
39 4 3.25% 94.31%
40 1 0.81% 95.12%
41 3 2.44% 97.56%
42 3 2.44% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 123 100%
spd_form.xls
10:35-11:05AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
229
CITY OF OXNARD 62

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 11:10-11:40AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 27 To 36 Justification
Percentage of Vehicles in Pace 91.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.91
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2280
Vertical/Horizontal Alignment Vertical (Beverly/Magnolia) Road Width 49'
Parking Restriction Partial
No. Lanes and Median 1/direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

H Street Doris Ave / Second St
at Beverly Dr
22358.8(a), high collision rate, keep existing
speed limit
230
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: H Street
Location: at Beverly Dr
Between: Doris Ave / Second St Ref. # 62
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 32
24 1 0.65% 0.65% Standard Deviation: 3
25 0 0.00% 0.65% Standard error of the mean: 0.24
26 4 2.58% 3.23% 50th Percentile: 33
27 7 4.52% 7.74% 85th Percentile: 35
28 7 4.52% 12.26% 97th Percentile: 37
29 9 5.81% 18.06% 10 Mile Pace: 27 to 36
30 16 10.32% 28.39% % of Samples in 10-Mile Pace: 90.97% 31 6 3.87% 32.26% Comments:
32 23 14.84% 47.10%
33 34 21.94% 69.03%
34 15 9.68% 78.71%
35 12 7.74% 86.45%
36 12 7.74% 94.19%
37 6 3.87% 98.06%
38 0 0.00% 98.06%
39 1 0.65% 98.71%
40 0 0.00% 98.71%
41 0 0.00% 98.71%
42 0 0.00% 98.71%
43 1 0.65% 99.35%
44 1 0.65% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 155 100%
spd_form.xls
11:10-11:40AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35
40Frequency
Spot Speed, mph
Frequency Distribution
231
CITY OF OXNARD 63

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 11:45AM-12:15PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 36 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 88.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.47
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Stop sign/ Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1470
Vertical/Horizontal Alignment None
Road Width 49'
Parking Restriction None
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential E/S
Comments
ID:

H Street Second St / Fifth St
200 ft s/o Third Street
22358.8(a), keep existing speed limit,
continuation of speed
232
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: H Street
Location: 200 ft s/o Third Street
Between: Second St / Fifth St Ref. # 63
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 33
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.24
26 1 0.66% 0.66% 50th Percentile: 32
27 3 1.97% 2.63% 85th Percentile: 36
28 6 3.95% 6.58% 97th Percentile: 39
29 19 12.50% 19.08% 10 Mile Pace: 28 to 37
30 16 10.53% 29.61% % of Samples in 10-Mile Pace: 88.82% 31 13 8.55% 38.16% Comments:
32 19 12.50% 50.66%
33 19 12.50% 63.16%
34 10 6.58% 69.74%
35 14 9.21% 78.95%
36 12 7.89% 86.84%
37 7 4.61% 91.45%
38 6 3.95% 95.39%
39 3 1.97% 97.37%
40 3 1.97% 99.34%
41 0 0.00% 99.34%
42 0 0.00% 99.34%
43 1 0.66% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 152 100%
spd_form.xls
11:45AM-12:15PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
233
CITY OF OXNARD 64

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12/2022 Day: Tuesday Hours: 3:30-4:00PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 37 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 77%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.36
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type None

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2700
Vertical/Horizontal Alignment Vertical (Los Feliz/ La Brea) Road Width 58'
Parking Restriction Yes, No parking E/S
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) C&G&SW except no SW W/S of Las Palmas /Bluefin Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Harbor Blvd Bluefin Cir / La Brea St
at Cabezone Cir
85th percentile speed
234
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Harbor Blvd
Location: at Cabezone Cir
Between: Bluefin Cir / La Brea St Ref. # 64
Cumulative Date: 4/12/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 37
24 1 0.91% 0.91% Standard Deviation: 4
25 0 0.00% 0.91% Standard error of the mean: 0.38
26 1 0.91% 1.82% 50th Percentile: 37
27 1 0.91% 2.73% 85th Percentile: 41
28 0 0.00% 2.73% 97th Percentile: 43
29 5 4.55% 7.27% 10 Mile Pace: 32 to 41
30 4 3.64% 10.91% % of Samples in 10-Mile Pace: 77.27%
31 3 2.73% 13.64% Comments:
32 5 4.55% 18.18%
33 7 6.36% 24.55%
34 4 3.64% 28.18%
35 7 6.36% 34.55%
36 12 10.91% 45.45%
37 7 6.36% 51.82%
38 14 12.73% 64.55%
39 10 9.09% 73.64%
40 8 7.27% 80.91%
41 11 10.00% 90.91%
42 4 3.64% 94.55%
43 3 2.73% 97.27%
44 1 0.91% 98.18%
45 1 0.91% 99.09%
46 1 0.91% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 110 100%
spd_form.xls
3:30-4:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
235
CITY OF OXNARD 65

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12/2022 Day: Tuesday Hours: 3:00-3:30PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 79.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1965
Vertical/Horizontal Alignment Vertical to Horizontal (La Brea/ Channel Islands) Road Width 58'-50'
Parking Restriction Yes, No parking E/S
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Commercial
Comments
ID:

Harbor Blvd Channel Islands Blvd / La Brea St
300 ft N of La Brea St
85th percentile speed
236
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Harbor Blvd
Location: 300 ft N of La Brea St
Between: Channel Islands Blvd / La Brea St Ref. # 65
Cumulative Date: 4/12/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.38
26 0 0.00% 0.00% 50th Percentile: 38
27 1 0.91% 0.91% 85th Percentile: 42
28 0 0.00% 0.91% 97th Percentile: 45
29 4 3.64% 4.55% 10 Mile Pace: 33 to 42
30 0 0.00% 4.55% % of Samples in 10-Mile Pace: 79.09%
31 2 1.82% 6.36% Comments:
32 5 4.55% 10.91%
33 4 3.64% 14.55%
34 7 6.36% 20.91%
35 8 7.27% 28.18%
36 11 10.00% 38.18%
37 10 9.09% 47.27%
38 13 11.82% 59.09%
39 10 9.09% 68.18%
40 9 8.18% 76.36%
41 6 5.45% 81.82%
42 9 8.18% 90.00%
43 4 3.64% 93.64%
44 2 1.82% 95.45%
45 2 1.82% 97.27%
46 2 1.82% 99.09%
47 1 0.91% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 110 100%
spd_form.xls
3:00-3:30PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
237
CITY OF OXNARD 66

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12/2022 Day: Tuesday Hours: 2:20-2:50PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 49 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 53 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 45 To 54 Justification
Percentage of Vehicles in Pace 79.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.18
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 18431
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2900
Vertical/Horizontal Alignment Vertical (Channel Islands/ Meridian) Road Width 96'
Parking Restriction No parking W/S
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) C&G&SW on W/S. C&G on E/S
Bicycle lanes/Type Class Ii
Crosswalks/Type
Adjacent Land use Residential/ Park
Comments Park on Eastbourne has no crosswalk
ID:

Harbor Blvd Eastbourne Bay / Channel Islands Blvd
at Costa De Oro
CVC 22358.6
238
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Harbor Blvd
Location: at Costa De Oro
Between: Eastbourne Bay / Channel Islands Blvd Ref. # 66 Cumulative Date: 4/12/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 50 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 49
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 49
27 0 0.00% 0.00% 85th Percentile: 53
28 0 0.00% 0.00% 97th Percentile: 56
29 0 0.00% 0.00% 10 Mile Pace: 45 to 54
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.55%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 1 0.76% 0.76%
36 1 0.76% 1.52%
37 1 0.76% 2.27%
38 0 0.00% 2.27%
39 1 0.76% 3.03%
40 3 2.27% 5.30%
41 1 0.76% 6.06%
42 5 3.79% 9.85%
43 3 2.27% 12.12%
44 4 3.03% 15.15%
45 3 2.27% 17.42%
46 11 8.33% 25.76%
47 14 10.61% 36.36%
48 13 9.85% 46.21%
49 18 13.64% 59.85%
50 9 6.82% 66.67%
51 11 8.33% 75.00%
52 11 8.33% 83.33%
53 10 7.58% 90.91%
54 5 3.79% 94.70%
55 2 1.52% 96.21%
56 2 1.52% 97.73%
57 3 2.27% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 132 100%
spd_form.xls
2:20-2:50PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
239
CITY OF OXNARD 67

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12&4/26/22 Day: Tuesday Hours: 9:00-9:40A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 50 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 54 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 46 To 55 Justification
Percentage of Vehicles in Pace 78.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 6
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.53
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 18431
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2935
Vertical/Horizontal Alignment None
Road Width 96'-80'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) C&G W/S only. E/S none
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ River Bank
Comments
ID:

Harbor Blvd Eastbourne Bay /Wooley Rd
at Natilus
CVC 22358.6
240
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Harbor Blvd
Location: at Natilus
Between: Eastbourne Bay /Wooley Rd Ref. # 67
Cumulative Date: 4/12&4/26/22 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
17 0 0.00% 0.00% Hours:
18 0 0.00% 0.00% Recorder: EY/AY
19 0 0.00% 0.00% Posted Speed: 50 mph
20 0 0.00% 0.00% Remarks:
21 0 0.00% 0.00%
22 0 0.00% 0.00%
23 0 0.00% 0.00%
24 0 0.00% 0.00% DATA ANALYSIS:
25 0 0.00% 0.00% Mean Speed: 50
26 0 0.00% 0.00% Standard Deviation: 4
27 0 0.00% 0.00% Standard error of the mean: 0.35
28 0 0.00% 0.00% 50th Percentile: 50
29 0 0.00% 0.00% 85th Percentile: 54
30 0 0.00% 0.00% 97th Percentile: 58
31 0 0.00% 0.00% 10 Mile Pace: 46 to 55
32 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.74%
33 0 0.00% 0.00% Comments:
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 1 0.79% 0.79%
37 1 0.79% 1.57%
38 0 0.00% 1.57%
39 2 1.57% 3.15%
40 0 0.00% 3.15%
41 1 0.79% 3.94%
42 3 2.36% 6.30%
43 4 3.15% 9.45%
44 4 3.15% 12.60%
45 4 3.15% 15.75%
46 9 7.09% 22.83%
47 8 6.30% 29.13%
48 6 4.72% 33.86%
49 16 12.60% 46.46%
50 12 9.45% 55.91%
51 12 9.45% 65.35%
52 14 11.02% 76.38%
53 7 5.51% 81.89%
54 10 7.87% 89.76%
55 6 4.72% 94.49%
56 2 1.57% 96.06%
57 0 0.00% 96.06%
58 2 1.57% 97.64%
59 2 1.57% 99.21%
60 1 0.79% 100.00%
61 0 0.00% 100.00%
Total: 127 100%
spd_form.xls
9:00-9:40A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
241
CITY OF OXNARD 68

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/12&4/26/22 Day: Tuesday Hours: 2:30-2:45PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 49 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 53 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 45 To 54 Justification
Percentage of Vehicles in Pace 78.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.09
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 18431
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2900
Vertical/Horizontal Alignment None
Road Width 80'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) C&G W/S only. E/S none
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ River Bank
Comments
ID:

Harbor Blvd Fifth Street / Wooley Rd
s/o Drift Way
CVC 22358.6
242
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Harbor Blvd
Location: s/o Drift Way
Between: Fifth Street / Wooley Rd Ref. # 68
Cumulative Date: 4/12&4/26/22 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
16 0 0.00% 0.00% Hours:
17 0 0.00% 0.00% Recorder: EY/AY
18 0 0.00% 0.00% Posted Speed: 50 mph
19 0 0.00% 0.00% Remarks:
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00%
23 0 0.00% 0.00% DATA ANALYSIS:
24 0 0.00% 0.00% Mean Speed: 49
25 0 0.00% 0.00% Standard Deviation: 4
26 0 0.00% 0.00% Standard error of the mean: 0.35
27 0 0.00% 0.00% 50th Percentile: 49
28 0 0.00% 0.00% 85th Percentile: 53
29 0 0.00% 0.00% 97th Percentile: 57
30 0 0.00% 0.00% 10 Mile Pace: 45 to 54
31 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.63%
32 0 0.00% 0.00% Comments:
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 0 0.00% 0.00%
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 2 1.53% 1.53%
40 0 0.00% 1.53%
41 4 3.05% 4.58%
42 5 3.82% 8.40%
43 5 3.82% 12.21%
44 3 2.29% 14.50%
45 8 6.11% 20.61%
46 8 6.11% 26.72%
47 15 11.45% 38.17%
48 8 6.11% 44.27%
49 14 10.69% 54.96%
50 10 7.63% 62.60%
51 15 11.45% 74.05%
52 12 9.16% 83.21%
53 7 5.34% 88.55%
54 6 4.58% 93.13%
55 0 0.00% 93.13%
56 4 3.05% 96.18%
57 2 1.53% 97.71%
58 0 0.00% 97.71%
59 2 1.53% 99.24%
60 1 0.76% 100.00%
Total: 131 100%
spd_form.xls
2:30-2:45PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
243
CITY OF OXNARD 71

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 11:35AM-12:05PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 82%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 6
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 1.05
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3940
Vertical/Horizontal Alignment None
Road Width 64'
Parking Restriction Yes
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Residential
Comments Uncontrolled school crosswalk
ID:

Hemlock St Victoria Ave / Patterson Rd
at Masthead Dr
CVC 22358.6, high collision rate, school
safety, bicycle safety, reduce speed limit
244
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Hemlock St
Location: at Masthead Dr
Between: Victoria Ave / Patterson Rd Ref. # 71
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 42
28 0 0.00% 0.00% 97th Percentile: 46
29 0 0.00% 0.00% 10 Mile Pace: 33 to 42
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 82.49%
31 0 0.00% 0.00% Comments:
32 5 2.82% 2.82%
33 14 7.91% 10.73%
34 11 6.21% 16.95%
35 9 5.08% 22.03%
36 16 9.04% 31.07%
37 16 9.04% 40.11%
38 9 5.08% 45.20%
39 22 12.43% 57.63%
40 17 9.60% 67.23%
41 11 6.21% 73.45%
42 21 11.86% 85.31%
43 10 5.65% 90.96%
44 5 2.82% 93.79%
45 5 2.82% 96.61%
46 2 1.13% 97.74%
47 3 1.69% 99.44%
48 0 0.00% 99.44%
49 1 0.56% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 177 100%
spd_form.xls
11:35AM-12:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
245
CITY OF OXNARD 72

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 11:00-11:30AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 34 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 31 To 40 Justification
Percentage of Vehicles in Pace 78.9%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.34
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4015
Vertical/Horizontal Alignment None
Road Width 49'
Parking Restriction Yes
No. Lanes and Median 1/ direction/ TWLT
Improvement (SW, C & G) Yes, except no SW between Bolker Dr/ Dunsmuir Bicycle lanes/Type None
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Residential
Comments Uncontrolled school crosswalk
ID:

Hemlock St Patterson Rd / Ventura Rd
at McLoughlin Ave
CVC 22358.6, school safety
246
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Hemlock St
Location: at McLoughlin Ave
Between: Patterson Rd / Ventura Rd Ref. # 72
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 35
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.38
26 1 0.92% 0.92% 50th Percentile: 34
27 2 1.83% 2.75% 85th Percentile: 39
28 2 1.83% 4.59% 97th Percentile: 45
29 5 4.59% 9.17% 10 Mile Pace: 31 to 40
30 2 1.83% 11.01% % of Samples in 10-Mile Pace: 78.90%
31 6 5.50% 16.51% Comments:
32 9 8.26% 24.77%
33 15 13.76% 38.53%
34 13 11.93% 50.46%
35 11 10.09% 60.55%
36 13 11.93% 72.48%
37 3 2.75% 75.23%
38 5 4.59% 79.82%
39 7 6.42% 86.24%
40 4 3.67% 89.91%
41 2 1.83% 91.74%
42 1 0.92% 92.66%
43 0 0.00% 92.66%
44 3 2.75% 95.41%
45 4 3.67% 99.08%
46 0 0.00% 99.08%
47 0 0.00% 99.08%
48 0 0.00% 99.08%
49 1 0.92% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
11:00-11:30AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
247
CITY OF OXNARD 73

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/14/2022 Day: Thursday Hours: 10:00-10:30AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 30 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 33 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 88.4%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.34
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2015
Vertical/Horizontal Alignment Vertical (Fifth /Ninth)
Road Width 49'-65'
Parking Restriction None
No. Lanes and Median 1/ direction /TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Park
Comments
ID:

Hobson Way Ninth St / Fifth St
at Seventh St
CVC 22358.6
248
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Hobson Way
Location: at Seventh St
Between: Ninth St / Fifth St Ref. # 73
Cumulative Date: 4/14/2022 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 1 0.83% 0.83% DATA ANALYSIS:
23 2 1.65% 2.48% Mean Speed: 30
24 3 2.48% 4.96% Standard Deviation: 3
25 1 0.83% 5.79% Standard error of the mean: 0.27
26 15 12.40% 18.18% 50th Percentile: 30
27 5 4.13% 22.31% 85th Percentile: 33
28 11 9.09% 31.40% 97th Percentile: 37
29 14 11.57% 42.98% 10 Mile Pace: 26 to 35
30 16 13.22% 56.20% % of Samples in 10-Mile Pace: 88.43% 31 12 9.92% 66.12% Comments:
32 12 9.92% 76.03%
33 11 9.09% 85.12%
34 6 4.96% 90.08%
35 5 4.13% 94.21%
36 3 2.48% 96.69%
37 3 2.48% 99.17%
38 0 0.00% 99.17%
39 1 0.83% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 121 100%
spd_form.xls
10:00-10:30AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
249
CITY OF OXNARD 74

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/18/2022 Day: Wednesday Hours: 12:30-12:50PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 37 To 46 Justification
Percentage of Vehicles in Pace 67%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.41
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 14073
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2503
Vertical/Horizontal Alignment None
Road Width 83'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) C&G&SW except no SW S/S between Perking Rd/ Saviers Rd Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial/ Farm Land
Comments High truck traffic
ID:

Hueneme Rd J Street / Saviers St
500' e/o Perkins Rd
CVC 22358.6
250
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Hueneme Rd
Location: 500' e/o Perkins Rd
Between: J Street / Saviers St Ref. # 74
Cumulative Date: 5/18/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.39
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 52
29 0 0.00% 0.00% 10 Mile Pace: 37 to 46
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 67.47%
31 0 0.00% 0.00% Comments:
32 1 0.60% 0.60%
33 0 0.00% 0.60%
34 3 1.81% 2.41%
35 5 3.01% 5.42%
36 9 5.42% 10.84%
37 8 4.82% 15.66%
38 6 3.61% 19.28%
39 13 7.83% 27.11%
40 10 6.02% 33.13%
41 11 6.63% 39.76%
42 21 12.65% 52.41%
43 10 6.02% 58.43%
44 9 5.42% 63.86%
45 11 6.63% 70.48%
46 13 7.83% 78.31%
47 6 3.61% 81.93%
48 7 4.22% 86.14%
49 9 5.42% 91.57%
50 5 3.01% 94.58%
51 4 2.41% 96.99%
52 3 1.81% 98.80%
53 1 0.60% 99.40%
54 0 0.00% 99.40%
55 0 0.00% 99.40%
56 1 0.60% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 166 100%
spd_form.xls
12:30-12:50PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
251
CITY OF OXNARD 75

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 3:10-3:25PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 47 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 37 To 46 Justification
Percentage of Vehicles in Pace 72.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.11
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 13351
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3400
Vertical/Horizontal Alignment None
Road Width 70'-90'
Parking Restriction No parking
No. Lanes and Median 2/ direction/ Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential/ Industrial
Comments RR crossing (Salvador Dr/ Arcturns Ave and Arcturns Ave/ Edison Dr) high truck traffic
ID:

Hueneme Rd Saviers Rd / Edison Dr
300' w/o Arcturus Ave
85th percentile speed
252
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Hueneme Rd
Location: 300' w/o Arcturus Ave
Between: Saviers Rd / Edison Dr Ref. # 75
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY / AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.43
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 47
28 0 0.00% 0.00% 97th Percentile: 50
29 1 0.74% 0.74% 10 Mile Pace: 37 to 46
30 0 0.00% 0.74% % of Samples in 10-Mile Pace: 72.59%
31 0 0.00% 0.74% Comments:
32 1 0.74% 1.48%
33 3 2.22% 3.70%
34 2 1.48% 5.19%
35 4 2.96% 8.15%
36 5 3.70% 11.85%
37 8 5.93% 17.78%
38 9 6.67% 24.44%
39 9 6.67% 31.11%
40 6 4.44% 35.56%
41 11 8.15% 43.70%
42 15 11.11% 54.81%
43 7 5.19% 60.00%
44 10 7.41% 67.41%
45 10 7.41% 74.81%
46 13 9.63% 84.44%
47 2 1.48% 85.93%
48 4 2.96% 88.89%
49 7 5.19% 94.07%
50 5 3.70% 97.78%
51 1 0.74% 98.52%
52 2 1.48% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 135 100%
spd_form.xls
3:10-3:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
253
CITY OF OXNARD 76

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 1:30-2:10PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 27 To 36 Justification
Percentage of Vehicles in Pace 90.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 1.04
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2640
Vertical/Horizontal Alignment None
Road Width 110'-120'
Parking Restriction Yes
No. Lanes and Median 1/ direction/ stormwater channel median (70' width) Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

J Street Hueneme Rd / Pleasant Valley Rd
s/o Shoreline Cove Center
22358.8(a), high collision rate, keep existing
speed limit
254
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: J Street
Location: s/o Shoreline Cove Center
Between: Hueneme Rd / Pleasant Valley Rd Ref. # 76
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 32
24 1 0.99% 0.99% Standard Deviation: 4
25 2 1.98% 2.97% Standard error of the mean: 0.4
26 0 0.00% 2.97% 50th Percentile: 32
27 8 7.92% 10.89% 85th Percentile: 35
28 8 7.92% 18.81% 97th Percentile: 38
29 12 11.88% 30.69% 10 Mile Pace: 27 to 36
30 10 9.90% 40.59% % of Samples in 10-Mile Pace: 90.10% 31 5 4.95% 45.54% Comments:
32 15 14.85% 60.40%
33 15 14.85% 75.25%
34 6 5.94% 81.19%
35 5 4.95% 86.14%
36 7 6.93% 93.07%
37 2 1.98% 95.05%
38 2 1.98% 97.03%
39 1 0.99% 98.02%
40 0 0.00% 98.02%
41 0 0.00% 98.02%
42 1 0.99% 99.01%
43 0 0.00% 99.01%
44 0 0.00% 99.01%
45 0 0.00% 99.01%
46 1 0.99% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 101 100%
spd_form.xls
1:30-2:10PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
255
CITY OF OXNARD 77

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 11:50AM-12:30PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 34 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 38 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 84.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.30
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal/ Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2300
Vertical/Horizontal Alignment None
Road Width 110'
Parking Restriction Yes
No. Lanes and Median 1/ direction, Stormwater channel median (55' width) Improvement (SW, C & G) Yes
Bicycle lanes/Type Class Ii
Crosswalks/Type
Adjacent Land use Residential/ Park
Comments
ID:

J Street Pleasant Valley Rd / Bard Rd
at Sycamore Dr
22358.8(a), keep existing speed limit
256
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: J Street
Location: at Sycamore Dr
Between: Pleasant Valley Rd / Bard Rd Ref. # 77
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 35
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.58
26 0 0.00% 0.00% 50th Percentile: 34
27 2 2.67% 2.67% 85th Percentile: 38
28 0 0.00% 2.67% 97th Percentile: 50
29 4 5.33% 8.00% 10 Mile Pace: 29 to 38
30 6 8.00% 16.00% % of Samples in 10-Mile Pace: 84.00%
31 3 4.00% 20.00% Comments:
32 4 5.33% 25.33%
33 9 12.00% 37.33%
34 12 16.00% 53.33%
35 5 6.67% 60.00%
36 10 13.33% 73.33%
37 5 6.67% 80.00%
38 5 6.67% 86.67%
39 3 4.00% 90.67%
40 1 1.33% 92.00%
41 0 0.00% 92.00%
42 1 1.33% 93.33%
43 0 0.00% 93.33%
44 1 1.33% 94.67%
45 1 1.33% 96.00%
46 0 0.00% 96.00%
47 0 0.00% 96.00%
48 0 0.00% 96.00%
49 0 0.00% 96.00%
50 2 2.67% 98.67%
51 0 0.00% 98.67%
52 1 1.33% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 75 100%
spd_form.xls
11:50AM-12:30PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
257
CITY OF OXNARD 78

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 10:50-11:40AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 73.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.59
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3475
Vertical/Horizontal Alignment None
Road Width 105'
Parking Restriction Yes
No. Lanes and Median 1/ direction, stormwater channel median (52' width) Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

J Street Bard Rd / Teakwood St
at Polaris Way
22358.8(a), keep existing speed limit
258
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: J Street
Location: at Polaris Way
Between: Bard Rd / Teakwood St Ref. # 78
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 34
24 1 0.99% 0.99% Standard Deviation: 5
25 0 0.00% 0.99% Standard error of the mean: 0.5
26 2 1.98% 2.97% 50th Percentile: 33
27 3 2.97% 5.94% 85th Percentile: 39
28 4 3.96% 9.90% 97th Percentile: 44
29 10 9.90% 19.80% 10 Mile Pace: 29 to 38
30 7 6.93% 26.73% % of Samples in 10-Mile Pace: 73.27%
31 12 11.88% 38.61% Comments:
32 7 6.93% 45.54%
33 12 11.88% 57.43%
34 6 5.94% 63.37%
35 4 3.96% 67.33%
36 6 5.94% 73.27%
37 5 4.95% 78.22%
38 5 4.95% 83.17%
39 6 5.94% 89.11%
40 1 0.99% 90.10%
41 3 2.97% 93.07%
42 3 2.97% 96.04%
43 0 0.00% 96.04%
44 2 1.98% 98.02%
45 0 0.00% 98.02%
46 2 1.98% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 101 100%
spd_form.xls
10:50-11:40AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
259
CITY OF OXNARD 79

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 10:05-10:45AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 36 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 84.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.38
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Stop sign /Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1825
Vertical/Horizontal Alignment Vertical (Redwood/ Channel islands) Road Width 49'-105'
Parking Restriction Yes
No. Lanes and Median 1/ direction , Stormwater channel median (52' width) Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

J Street Teakwood St / Channel Islands Blvd
near Spruce St
CVC 22358.8(a), keep existing speed limit
260
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: J Street
Location: near Spruce St
Between: Teakwood St / Channel Islands Blvd Ref. # 79
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 32
24 1 0.97% 0.97% Standard Deviation: 3
25 4 3.88% 4.85% Standard error of the mean: 0.3
26 2 1.94% 6.80% 50th Percentile: 32
27 2 1.94% 8.74% 85th Percentile: 36
28 7 6.80% 15.53% 97th Percentile: 39
29 12 11.65% 27.18% 10 Mile Pace: 28 to 37
30 7 6.80% 33.98% % of Samples in 10-Mile Pace: 84.47%
31 12 11.65% 45.63% Comments:
32 14 13.59% 59.22%
33 17 16.50% 75.73%
34 6 5.83% 81.55%
35 3 2.91% 84.47%
36 4 3.88% 88.35%
37 5 4.85% 93.20%
38 3 2.91% 96.12%
39 2 1.94% 98.06%
40 1 0.97% 99.03% S
41 1 0.97% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 103 100%
spd_form.xls
10:05-10:45AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
261
CITY OF OXNARD 80

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 9:33-10:03AM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 31 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 36 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 27 To 36 Justification
Percentage of Vehicles in Pace 82.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 1.13
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal/ Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4250
Vertical/Horizontal Alignment Vertical (Channel Islands) ( Juniper /Cedar) Road Width 49'
Parking Restriction Yes
No. Lanes and Median 1/ direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class Ii
Crosswalks/Type Controlled school crosswalk
Adjacent Land use Residential /School
Comments Kamila Elem STOP controlled crosswalk
ID:

J Street Channel Islands Blvd / Hill St
at Fir Ave
CVC 22358.8(a), high collision rate, school
safet, keep existing speed limit
262
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: J Street
Location: at Fir Ave
Between: Channel Islands Blvd / Hill St Ref. # 80
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 31
24 1 0.82% 0.82% Standard Deviation: 4
25 2 1.64% 2.46% Standard error of the mean: 0.36
26 7 5.74% 8.20% 50th Percentile: 31
27 6 4.92% 13.11% 85th Percentile: 36
28 15 12.30% 25.41% 97th Percentile: 40
29 10 8.20% 33.61% 10 Mile Pace: 27 to 36
30 15 12.30% 45.90% % of Samples in 10-Mile Pace: 81.97% 31 12 9.84% 55.74% Comments:
32 11 9.02% 64.75%
33 12 9.84% 74.59%
34 8 6.56% 81.15%
35 3 2.46% 83.61%
36 8 6.56% 90.16%
37 1 0.82% 90.98%
38 2 1.64% 92.62%
39 4 3.28% 95.90%
40 2 1.64% 97.54% S
41 1 0.82% 98.36%
42 1 0.82% 99.18%
43 0 0.00% 99.18%
44 0 0.00% 99.18%
45 0 0.00% 99.18%
46 1 0.82% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 122 100%
spd_form.xls
9:33-10:03AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
263
CITY OF OXNARD 81

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/11/2022 Day: Friday Hours: 8:55-9:30AM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 31 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 88%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 5
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 1.55
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Stop sign /Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2225
Vertical/Horizontal Alignment Vertical (Hill) (Wooley/9th) Road Width 58'-49'
Parking Restriction Yes
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments RR crossing at Wooley Rd
ID:

J Street Hill St / Ninth St
300 ft N of Wooley
CVC 22358.8(a), high collision rate, keep
existing speed limit
264
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: J Street
Location: 300 ft N of Wooley
Between: Hill St / Ninth St Ref. # 81
Cumulative Date: 3/11/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 31
24 1 0.80% 0.80% Standard Deviation: 3
25 2 1.60% 2.40% Standard error of the mean: 0.27
26 7 5.60% 8.00% 50th Percentile: 31
27 7 5.60% 13.60% 85th Percentile: 35
28 14 11.20% 24.80% 97th Percentile: 37
29 19 15.20% 40.00% 10 Mile Pace: 26 to 35
30 11 8.80% 48.80% % of Samples in 10-Mile Pace: 88.00% 31 7 5.60% 54.40% Comments:
32 16 12.80% 67.20%
33 10 8.00% 75.20%
34 9 7.20% 82.40%
35 10 8.00% 90.40%
36 4 3.20% 93.60%
37 5 4.00% 97.60%
38 1 0.80% 98.40%
39 1 0.80% 99.20%
40 0 0.00% 99.20% S
41 0 0.00% 99.20%
42 1 0.80% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 125 100%
spd_form.xls
8:55-9:30AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
265
CITY OF OXNARD 82

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/18/2022 Day: Wednesday Hours: 3:10-3:50PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 34 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 30 To 39 Justification
Percentage of Vehicles in Pace 75%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.27
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3625
Vertical/Horizontal Alignment Horizontal (Williams /Eastern Terminal) Road Width 63'-44'
Parking Restriction Yes between Rose/ Williams
No. Lanes and Median 1 /direction
Improvement (SW, C & G) C&G all. Sidewalk except between Hosler /Williams Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Industrial
Comments
ID:

Lockwood St Rose Ave / Eastern Terminal
at Williams Dr
CVC 22358.6
266
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Lockwood St
Location: at Williams Dr
Between: Rose Ave / Eastern Terminal Ref. # 82
Cumulative Date: 5/18/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY/EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 3 2.24% 2.24% Mean Speed: 34
24 0 0.00% 2.24% Standard Deviation: 4
25 1 0.75% 2.99% Standard error of the mean: 0.35
26 4 2.99% 5.97% 50th Percentile: 34
27 2 1.49% 7.46% 85th Percentile: 39
28 3 2.24% 9.70% 97th Percentile: 41
29 7 5.22% 14.93% 10 Mile Pace: 30 to 39
30 5 3.73% 18.66% % of Samples in 10-Mile Pace: 75.37%
31 13 9.70% 28.36% Comments:
32 10 7.46% 35.82%
33 15 11.19% 47.01%
34 11 8.21% 55.22%
35 10 7.46% 62.69%
36 12 8.96% 71.64%
37 10 7.46% 79.10%
38 7 5.22% 84.33%
39 8 5.97% 90.30%
40 5 3.73% 94.03% S
41 4 2.99% 97.01%
42 2 1.49% 98.51%
43 1 0.75% 99.25%
44 0 0.00% 99.25%
45 1 0.75% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 134 100%
spd_form.xls
3:10-3:50PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
267
CITY OF OXNARD 83

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/18/2022 Day: Wednesday Hours: 10:50-11:35AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 27 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 32 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 23 To 32 Justification
Percentage of Vehicles in Pace 84%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.68
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2850
Vertical/Horizontal Alignment None
Road Width 65'-32'
Parking Restriction Yes
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Residential
Comments
ID:

Lombard St Gonzales Rd / 150' n/o Posada Dr
300' s/o Wankel Way
85th percentile speed, Reduce speed limit
268
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Lombard St
Location: 300' s/o Wankel Way
Between: Gonzales Rd / 150' n/o Posada Dr Ref. # 83
Cumulative Date: 5/18/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 1 1.00% 1.00%
22 4 4.00% 5.00% DATA ANALYSIS:
23 8 8.00% 13.00% Mean Speed: 28
24 9 9.00% 22.00% Standard Deviation: 4
25 9 9.00% 31.00% Standard error of the mean: 0.4
26 15 15.00% 46.00% 50th Percentile: 27
27 6 6.00% 52.00% 85th Percentile: 32
28 12 12.00% 64.00% 97th Percentile: 35
29 8 8.00% 72.00% 10 Mile Pace: 23 to 32
30 8 8.00% 80.00% % of Samples in 10-Mile Pace: 84.00%
31 4 4.00% 84.00% Comments:
32 5 5.00% 89.00%
33 5 5.00% 94.00%
34 2 2.00% 96.00%
35 1 1.00% 97.00%
36 3 3.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00% S
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 100 100%
spd_form.xls
10:50-11:35AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
269
CITY OF OXNARD 84

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/5/2022 Day: Tuesday Hours: 10:58 -11:30A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 37 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 75.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.37
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2630
Vertical/Horizontal Alignment Vertical (Celsius /Sturgis) Road Width 63'
Parking Restriction No parking
No. Lanes and Median 1 /direction, TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Lombard Street Eastman Ave / Camino Del Sol
at Sturgis Rd
85th percentile speed
270
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Lombard Street
Location: at Sturgis Rd
Between: Eastman Ave / Camino Del Sol Ref. # 84
Cumulative Date: 4/5/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 37
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.43
26 0 0.00% 0.00% 50th Percentile: 37
27 1 0.74% 0.74% 85th Percentile: 41
28 1 0.74% 1.48% 97th Percentile: 46
29 6 4.44% 5.93% 10 Mile Pace: 33 to 42
30 7 5.19% 11.11% % of Samples in 10-Mile Pace: 75.56%
31 5 3.70% 14.81% Comments:
32 5 3.70% 18.52%
33 9 6.67% 25.19%
34 10 7.41% 32.59%
35 7 5.19% 37.78%
36 14 10.37% 48.15%
37 8 5.93% 54.07%
38 12 8.89% 62.96%
39 12 8.89% 71.85%
40 14 10.37% 82.22% S
41 6 4.44% 86.67%
42 10 7.41% 94.07%
43 2 1.48% 95.56%
44 0 0.00% 95.56%
45 0 0.00% 95.56%
46 3 2.22% 97.78%
47 1 0.74% 98.52%
48 0 0.00% 98.52%
49 1 0.74% 99.26%
50 0 0.00% 99.26%
51 1 0.74% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 135 100%
spd_form.xls
10:58 -11:30A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
271
CITY OF OXNARD 85

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/17/2022 Day: Tuesday Hours: 9:15 -10:40A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 23 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 26 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 18 To 27 Justification
Percentage of Vehicles in Pace 89.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.59
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 3000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2745
Vertical/Horizontal Alignment Vertical (Shoreline /Outrigger) Road Width 40'
Parking Restriction Yes
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Mandalay Beach Road Beach Way / Wooley Rd
at Marlin Way
85th percentile speed
272
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Mandalay Beach Road
Location: at Marlin Way
Between: Beach Way / Wooley Rd Ref. # 85
Cumulative Date: 5/17/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 2 3.13% 3.13% Hours:
16 0 0.00% 3.13% Recorder: EY
17 2 3.13% 6.25% Posted Speed: 25 mph
18 4 6.25% 12.50% Remarks:
19 5 7.81% 20.31%
20 4 6.25% 26.56%
21 6 9.38% 35.94%
22 7 10.94% 46.88% DATA ANALYSIS:
23 9 14.06% 60.94% Mean Speed: 22
24 7 10.94% 71.88% Standard Deviation: 3
25 6 9.38% 81.25% Standard error of the mean: 0.38
26 6 9.38% 90.63% 50th Percentile: 23
27 3 4.69% 95.31% 85th Percentile: 26
28 2 3.13% 98.44% 97th Percentile: 28
29 1 1.56% 100.00% 10 Mile Pace: 18 to 27
30 0 0.00% 100.00% % of Samples in 10-Mile Pace: 89.06% 31 0 0.00% 100.00% Comments:
32 0 0.00% 100.00%
33 0 0.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00% S
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 64 100%
spd_form.xls
9:15 -10:40A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, mph
Frequency Distribution
273
CITY OF OXNARD 86

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/17/2022 Day: Tuesday Hours: 8:10 - 9:10A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 23 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 26 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 19 To 28 Justification
Percentage of Vehicles in Pace 85.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 3000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3310
Vertical/Horizontal Alignment None
Road Width 40'
Parking Restriction Yes
No. Lanes and Median 1 /direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Mandalay Beach Road Wooley Rd / Fifth St
at Driftwood St
85th percentile speed
274
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Mandalay Beach Road
Location: at Driftwood St
Between: Wooley Rd / Fifth St Ref. # 86
Cumulative Date: 5/17/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 1 1.20% 1.20% Hours:
16 0 0.00% 1.20% Recorder: EY
17 3 3.61% 4.82% Posted Speed: 25 mph
18 0 0.00% 4.82% Remarks:
19 7 8.43% 13.25%
20 3 3.61% 16.87%
21 9 10.84% 27.71%
22 14 16.87% 44.58% DATA ANALYSIS:
23 8 9.64% 54.22% Mean Speed: 24
24 10 12.05% 66.27% Standard Deviation: 4
25 5 6.02% 72.29% Standard error of the mean: 0.44
26 11 13.25% 85.54% 50th Percentile: 23
27 2 2.41% 87.95% 85th Percentile: 26
28 2 2.41% 90.36% 97th Percentile: 33
29 1 1.20% 91.57% 10 Mile Pace: 19 to 28
30 2 2.41% 93.98% % of Samples in 10-Mile Pace: 85.54%
31 1 1.20% 95.18% Comments:
32 1 1.20% 96.39%
33 1 1.20% 97.59%
34 1 1.20% 98.80%
35 0 0.00% 98.80%
36 0 0.00% 98.80%
37 0 0.00% 98.80%
38 1 1.20% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00% S
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 83 100%
spd_form.xls
8:10 - 9:10A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
275
CITY OF OXNARD 87

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 2:30 -3:20P
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 26 Existing Speed Zone None 85th Percentile Speed (mph) 29 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 20 To 29 Justification
Percentage of Vehicles in Pace 91.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 3000
Traffic Control Type None

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1310
Vertical/Horizontal Alignment Horizontal (Dodge /Fortuna) Road Width 30'
Parking Restriction None
No. Lanes and Median 1 /direction
Improvement (SW, C & G) C&G between Fortuna /Dodge. SW N/S between Fortuna /Dodge Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential N/S
Comments
ID:

CVC 22358.6
Dodge Rd / Pleasant Valley Rd Maulhardt Rd
at Oxnard Pacific Entrance
276
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Maulhardt Rd
Location: at Oxnard Pacific Entrance
Between: Dodge Rd / Pleasant Valley Rd Ref. # 87
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/AY
17 0 0.00% 0.00% Posted Speed: None
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 3 3.57% 3.57%
21 3 3.57% 7.14%
22 9 10.71% 17.86% DATA ANALYSIS:
23 7 8.33% 26.19% Mean Speed: 26
24 7 8.33% 34.52% Standard Deviation: 3
25 5 5.95% 40.48% Standard error of the mean: 0.33
26 13 15.48% 55.95% 50th Percentile: 26
27 15 17.86% 73.81% 85th Percentile: 29
28 5 5.95% 79.76% 97th Percentile: 32
29 10 11.90% 91.67% 10 Mile Pace: 20 to 29
30 1 1.19% 92.86% % of Samples in 10-Mile Pace: 91.67%
31 1 1.19% 94.05% Comments:
32 3 3.57% 97.62%
33 2 2.38% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00% S
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 84 100%
spd_form.xls
2:30 -3:20P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
277
CITY OF OXNARD 88

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/14/2022 Day: Thursday Hours: 10:35
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 84.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 3000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1710
Vertical/Horizontal Alignment Horizontal (Ventura /L St) (Intel /Hobson) Road Width 63'
Parking Restriction None
No. Lanes and Median 1 /direction ,TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Ninth St Ventura Rd / Hobson Way
at K St
85th percentile speed
278
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Ninth St
Location: at K St
Between: Ventura Rd / Hobson Way Ref. # 88
Cumulative Date: 4/14/2022 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 37
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.45
26 0 0.00% 0.00% 50th Percentile: 36
27 0 0.00% 0.00% 85th Percentile: 41
28 1 1.27% 1.27% 97th Percentile: 43
29 0 0.00% 1.27% 10 Mile Pace: 33 to 42
30 1 1.27% 2.53% % of Samples in 10-Mile Pace: 84.81%
31 4 5.06% 7.59% Comments:
32 2 2.53% 10.13%
33 7 8.86% 18.99%
34 8 10.13% 29.11%
35 6 7.59% 36.71%
36 12 15.19% 51.90%
37 7 8.86% 60.76%
38 6 7.59% 68.35%
39 5 6.33% 74.68%
40 6 7.59% 82.28% S
41 4 5.06% 87.34%
42 6 7.59% 94.94%
43 2 2.53% 97.47%
44 2 2.53% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 79 100%
spd_form.xls
10:35
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
279
CITY OF OXNARD 89

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/18/2022 Day: Wednesday Hours: 12:55-2:00PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 31 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 71.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.39
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2485
Vertical/Horizontal Alignment None
Road Width 42'-61'
Parking Restriction None
No. Lanes and Median 1 /direction, Painted only between Ocean View Children Center and Etting Improvement (SW, C & G) W/S yes. E/S C&G&SW between Ocen View Children Center and Etting Bicycle lanes/Type Class II
Crosswalks/Type Uncontrolled school crosswalk
Adjacent Land use Residential /Junior High
Comments Ocean View Junior High STOP controlled crosswalk at Etting RRFB controlled at school
ID:

Olds Rd Sanford St / Etting Rd
at Walden St
CVC 22358.8(a), school safety, keep existing
speed limit
280
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Olds Rd
Location: at Walden St
Between: Sanford St / Etting Rd Ref. # 89
Cumulative Date: 5/18/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 1 1.15% 1.15%
22 1 1.15% 2.30% DATA ANALYSIS:
23 1 1.15% 3.45% Mean Speed: 32
24 1 1.15% 4.60% Standard Deviation: 5
25 1 1.15% 5.75% Standard error of the mean: 0.54
26 3 3.45% 9.20% 50th Percentile: 31
27 11 12.64% 21.84% 85th Percentile: 37
28 4 4.60% 26.44% 97th Percentile: 44
29 8 9.20% 35.63% 10 Mile Pace: 26 to 35
30 5 5.75% 41.38% % of Samples in 10-Mile Pace: 71.26%
31 9 10.34% 51.72% Comments:
32 4 4.60% 56.32%
33 7 8.05% 64.37%
34 8 9.20% 73.56%
35 3 3.45% 77.01%
36 3 3.45% 80.46%
37 5 5.75% 86.21%
38 3 3.45% 89.66%
39 2 2.30% 91.95%
40 2 2.30% 94.25% S
41 1 1.15% 95.40%
42 1 1.15% 96.55%
43 0 0.00% 96.55%
44 2 2.30% 98.85%
45 0 0.00% 98.85%
46 1 1.15% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 87 100%
spd_form.xls
12:55-2:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
281
CITY OF OXNARD 90

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 9:20 -9:55A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 32 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 35 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 27 To 36 Justification
Percentage of Vehicles in Pace 89.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.28
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 35826
Traffic Control Type Roundabout /Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1440
Vertical/Horizontal Alignment Vertical (Clyde /Town Center) Road Width 85'-76'
Parking Restriction Partial
No. Lanes and Median 2 /direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Commercial
Comments
ID:

Oxnard Blvd Forest Park Blvd / Town Center Dr
at Danvers River St
85th percentile speed
282
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Danvers River St
Between: Forest Park Blvd / Town Center Dr Ref. # 90
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: None
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 32
24 1 0.92% 0.92% Standard Deviation: 3
25 2 1.83% 2.75% Standard error of the mean: 0.29
26 1 0.92% 3.67% 50th Percentile: 32
27 5 4.59% 8.26% 85th Percentile: 35
28 5 4.59% 12.84% 97th Percentile: 39
29 15 13.76% 26.61% 10 Mile Pace: 27 to 36
30 13 11.93% 38.53% % of Samples in 10-Mile Pace: 88.99% 31 12 11.01% 49.54% Comments:
32 10 9.17% 58.72%
33 13 11.93% 70.64%
34 12 11.01% 81.65%
35 5 4.59% 86.24%
36 7 6.42% 92.66%
37 2 1.83% 94.50%
38 2 1.83% 96.33%
39 3 2.75% 99.08%
40 0 0.00% 99.08% S
41 0 0.00% 99.08%
42 1 0.92% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
9:20 -9:55A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
283
CITY OF OXNARD 91

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 10:00-10:20AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 45 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 49 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 41 To 50 Justification
Percentage of Vehicles in Pace 72%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.53
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 28956
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2200
Vertical/Horizontal Alignment Vertical
Road Width 120'-125'
Parking Restriction No parking
No. Lanes and Median 2 /direction n/o 101 freeway. 3/ direction s/o 101 freeway, Raised Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II partial
Crosswalks/Type
Adjacent Land use Commercial /Freeway
Comments Segment is 101 Freeway overpass and Caltrans R/W ID:

Oxnard Blvd Town Center Dr / Wagon Wheel Rd
btw Wagon Wheel and 101 Ramps
CVC 22358.6, Reduce speed limit
284
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: btw Wagon Wheel and 101 Ramps
Between: Town Center Dr / Wagon Wheel Rd Ref. # 91
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 50 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.44
26 0 0.00% 0.00% 50th Percentile: 45
27 0 0.00% 0.00% 85th Percentile: 49
28 0 0.00% 0.00% 97th Percentile: 53
29 0 0.00% 0.00% 10 Mile Pace: 41 to 50
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.54%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 4 3.08% 3.08%
36 4 3.08% 6.15%
37 2 1.54% 7.69%
38 6 4.62% 12.31%
39 5 3.85% 16.15%
40 6 4.62% 20.77% S
41 5 3.85% 24.62%
42 11 8.46% 33.08%
43 12 9.23% 42.31%
44 9 6.92% 49.23%
45 5 3.85% 53.08%
46 11 8.46% 61.54%
47 18 13.85% 75.38%
48 9 6.92% 82.31%
49 6 4.62% 86.92%
50 7 5.38% 92.31%
51 3 2.31% 94.62%
52 3 2.31% 96.92%
53 2 1.54% 98.46%
54 1 0.77% 99.23%
55 0 0.00% 99.23%
56 1 0.77% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 130 100%
spd_form.xls
10:00-10:20AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
285
CITY OF OXNARD 92

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 10:25-10:40AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 46 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 51 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 41 To 50 Justification
Percentage of Vehicles in Pace 77%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 14
No. with Speed violations 8
Predominant type
Collision Rate (ACC/MVM) 0.41
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 47729
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3480
Vertical/Horizontal Alignment None
Road Width 70'-105'
Parking Restriction No parking
No. Lanes and Median 2 /direction north of Orchard. 3/direction south of Orchard, Raised Improvement (SW, C & G) C&G&SW partial
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Stormwater Channel
Comments
ID:

Oxnard Blvd Wagon Wheel Rd / Vineyard Ave
at Orchard Pl
CVC 22358.6, railroad undercrossing/narrow
road, Reduce speed limit
286
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Orchard Pl
Between: Wagon Wheel Rd / Vineyard Ave Ref. # 92
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
18 0 0.00% 0.00% Hours:
19 0 0.00% 0.00% Recorder: EY /AY
20 0 0.00% 0.00% Posted Speed: 50 mph
21 0 0.00% 0.00% Remarks:
22 0 0.00% 0.00%
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 0 0.00% 0.00% DATA ANALYSIS:
26 0 0.00% 0.00% Mean Speed: 47
27 0 0.00% 0.00% Standard Deviation: 4
28 0 0.00% 0.00% Standard error of the mean: 0.33
29 0 0.00% 0.00% 50th Percentile: 46
30 0 0.00% 0.00% 85th Percentile: 51
31 0 0.00% 0.00% 97th Percentile: 56
32 0 0.00% 0.00% 10 Mile Pace: 41 to 50
33 0 0.00% 0.00% % of Samples in 10-Mile Pace: 77.08%
34 0 0.00% 0.00% Comments:
35 0 0.00% 0.00%
36 1 0.69% 0.69%
37 0 0.00% 0.69%
38 1 0.69% 1.39%
39 3 2.08% 3.47%
40 4 2.78% 6.25%
41 7 4.86% 11.11%
42 14 9.72% 20.83%
43 8 5.56% 26.39% S
44 10 6.94% 33.33%
45 14 9.72% 43.06%
46 17 11.81% 54.86%
47 12 8.33% 63.19%
48 9 6.25% 69.44%
49 11 7.64% 77.08%
50 9 6.25% 83.33%
51 4 2.78% 86.11%
52 4 2.78% 88.89%
53 4 2.78% 91.67%
54 3 2.08% 93.75%
55 3 2.08% 95.83%
56 3 2.08% 97.92%
57 2 1.39% 99.31%
58 0 0.00% 99.31%
59 0 0.00% 99.31%
60 0 0.00% 99.31%
61 1 0.69% 100.00%
62 0 0.00% 100.00%
Total: 144 100%
spd_form.xls
10:25-10:40AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
287
CITY OF OXNARD 93

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 10:45 -11:00A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 79.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 15
No. with Speed violations 6
Predominant type
Collision Rate (ACC/MVM) 0.65
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 41305
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2695
Vertical/Horizontal Alignment Vertical (at Orchard)
Road Width 105'-110'
Parking Restriction No parking
No. Lanes and Median 3/direction, Raised
Improvement (SW, C & G) C&G. SW on W/S only
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Railroad
Comments
ID:

Oxnard Blvd Vineyard Ave / Gonzales Rd
at Citrus Grove Lane
85th percentile speed
288
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Citrus Grove Lane
Between: Vineyard Ave / Gonzales Rd Ref. # 93
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.33
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 50
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.02%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 2 1.40% 1.40%
35 0 0.00% 1.40%
36 9 6.29% 7.69%
37 5 3.50% 11.19%
38 4 2.80% 13.99%
39 14 9.79% 23.78%
40 9 6.29% 30.07% S
41 17 11.89% 41.96%
42 24 16.78% 58.74%
43 8 5.59% 64.34%
44 14 9.79% 74.13%
45 8 5.59% 79.72%
46 9 6.29% 86.01%
47 5 3.50% 89.51%
48 5 3.50% 93.01%
49 5 3.50% 96.50%
50 1 0.70% 97.20%
51 2 1.40% 98.60%
52 2 1.40% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 143 100%
spd_form.xls
10:45 -11:00A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
289
CITY OF OXNARD 94

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 11:05-11:20 A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 36 To 45 Justification
Percentage of Vehicles in Pace 70.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.29
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 41305
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2865
Vertical/Horizontal Alignment None
Road Width 86'-80'
Parking Restriction No parking
No. Lanes and Median 3 N/B, 2 S/B, Raised
Improvement (SW, C & G) C&G. SW partial on W/S
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Residential /Railroad
Comments
ID:

Oxnard Blvd Gonzales Rd / Robert Ave
at Glenwood Dr
85th percentile speed
290
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Glenwood Dr
Between: Gonzales Rd / Robert Ave Ref. # 94
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 41
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.43
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 50
29 1 0.73% 0.73% 10 Mile Pace: 36 to 45
30 2 1.46% 2.19% % of Samples in 10-Mile Pace: 70.80%
31 1 0.73% 2.92% Comments:
32 1 0.73% 3.65%
33 2 1.46% 5.11%
34 2 1.46% 6.57%
35 6 4.38% 10.95%
36 9 6.57% 17.52%
37 7 5.11% 22.63%
38 12 8.76% 31.39%
39 10 7.30% 38.69%
40 4 2.92% 41.61% S
41 9 6.57% 48.18%
42 12 8.76% 56.93%
43 12 8.76% 65.69%
44 11 8.03% 73.72%
45 11 8.03% 81.75%
46 9 6.57% 88.32%
47 4 2.92% 91.24%
48 0 0.00% 91.24%
49 4 2.92% 94.16%
50 4 2.92% 97.08%
51 1 0.73% 97.81%
52 1 0.73% 98.54%
53 1 0.73% 99.27%
54 1 0.73% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 137 100%
spd_form.xls
11:05-11:20 A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
291
CITY OF OXNARD 95

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 11:25-11:45AM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 34 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 39 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 73%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 6
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.21
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 39111
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3490
Vertical/Horizontal Alignment None
Road Width 80'-66'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) C&G. SW all except W/S north of Colonia Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Railroad
Comments
ID:

Oxnard Blvd Robert Ave / Second St
s/o Cooper Rd
CVC 22358.6
292
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: s/o Cooper Rd
Between: Robert Ave / Second St Ref. # 95
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY AY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 1 0.60% 0.60% Mean Speed: 34
24 2 1.19% 1.79% Standard Deviation: 5
25 2 1.19% 2.98% Standard error of the mean: 0.39
26 2 1.19% 4.17% 50th Percentile: 34
27 7 4.17% 8.33% 85th Percentile: 39
28 3 1.79% 10.12% 97th Percentile: 42
29 11 6.55% 16.67% 10 Mile Pace: 29 to 38
30 8 4.76% 21.43% % of Samples in 10-Mile Pace: 73.21%
31 9 5.36% 26.79% Comments:
32 11 6.55% 33.33%
33 15 8.93% 42.26%
34 17 10.12% 52.38%
35 11 6.55% 58.93%
36 17 10.12% 69.05%
37 11 6.55% 75.60%
38 13 7.74% 83.33%
39 11 6.55% 89.88%
40 3 1.79% 91.67% S
41 5 2.98% 94.64%
42 4 2.38% 97.02%
43 2 1.19% 98.21%
44 1 0.60% 98.81%
45 0 0.00% 98.81%
46 2 1.19% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 168 100%
spd_form.xls
11:25-11:45AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
293
CITY OF OXNARD 96

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 11:50AM-12:05PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 33 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 37 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 28 To 37 Justification
Percentage of Vehicles in Pace 70.9%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 14
No. with Speed violations 6
Predominant type
Collision Rate (ACC/MVM) 0.93
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 30128
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2405
Vertical/Horizontal Alignment None
Road Width 70'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Oxnard Blvd Second St / Seventh St
at Fourth St
CVC 22358.8(a), high collision rate, keep
existing speed limit
294
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Fourth St
Between: Second St / Seventh St Ref. # 96
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/ AY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 2 1.16% 1.16%
21 1 0.58% 1.74%
22 3 1.74% 3.49% DATA ANALYSIS:
23 3 1.74% 5.23% Mean Speed: 33
24 3 1.74% 6.98% Standard Deviation: 5
25 3 1.74% 8.72% Standard error of the mean: 0.38
26 8 4.65% 13.37% 50th Percentile: 33
27 4 2.33% 15.70% 85th Percentile: 37
28 5 2.91% 18.60% 97th Percentile: 42
29 9 5.23% 23.84% 10 Mile Pace: 28 to 37
30 10 5.81% 29.65% % of Samples in 10-Mile Pace: 70.93% 31 9 5.23% 34.88% Comments:
32 14 8.14% 43.02%
33 24 13.95% 56.98%
34 15 8.72% 65.70%
35 11 6.40% 72.09%
36 18 10.47% 82.56%
37 7 4.07% 86.63%
38 5 2.91% 89.53%
39 6 3.49% 93.02%
40 2 1.16% 94.19% S
41 4 2.33% 96.51%
42 4 2.33% 98.84%
43 1 0.58% 99.42%
44 0 0.00% 99.42%
45 1 0.58% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 172 100%
spd_form.xls
11:50AM-12:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
295
CITY OF OXNARD 97

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 12:10-12:25PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 34 Existing Speed Zone 30 mph 85th Percentile Speed (mph) 38 Proposed Speed Zone 30 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 81.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 9
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 1.40
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 16855
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1840
Vertical/Horizontal Alignment None
Road Width 70'
Parking Restriction No parking
No. Lanes and Median 2-3 S/B. 2 N/B, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Oxnard Blvd Seventh St / Wooley Rd
at Ninth St
CVC 22358.8(a), high collision rate, keep
existing speed limit
296
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Ninth St
Between: Seventh St / Wooley Rd Ref. # 97
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 30 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 34
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 2 1.52% 1.52% 50th Percentile: 34
27 2 1.52% 3.03% 85th Percentile: 38
28 1 0.76% 3.79% 97th Percentile: 44
29 8 6.06% 9.85% 10 Mile Pace: 29 to 38
30 8 6.06% 15.91% % of Samples in 10-Mile Pace: 81.82%
31 7 5.30% 21.21% Comments:
32 15 11.36% 32.58%
33 22 16.67% 49.24%
34 14 10.61% 59.85%
35 14 10.61% 70.45%
36 5 3.79% 74.24%
37 6 4.55% 78.79%
38 9 6.82% 85.61%
39 8 6.06% 91.67%
40 3 2.27% 93.94% S
41 1 0.76% 94.70%
42 2 1.52% 96.21%
43 1 0.76% 96.97%
44 2 1.52% 98.48%
45 1 0.76% 99.24%
46 0 0.00% 99.24%
47 1 0.76% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 132 100%
spd_form.xls
12:10-12:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
297
CITY OF OXNARD 98

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 1:20-1:35PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 77.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 22
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 1.66
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 16855
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3785
Vertical/Horizontal Alignment Vertical (Wooley /Saviers) Road Width 75'
Parking Restriction Partial
No. Lanes and Median 2/direction, TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial
Comments RR crossing
ID:

Oxnard Blvd Wooley Rd / RR Tracks
1450 Oxnard Blvd
85th percentile speed
298
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: 1450 Oxnard Blvd
Between: Wooley Rd / RR Tracks Ref. # 98
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.33
26 0 0.00% 0.00% 50th Percentile: 38
27 2 1.39% 1.39% 85th Percentile: 42
28 2 1.39% 2.78% 97th Percentile: 47
29 2 1.39% 4.17% 10 Mile Pace: 33 to 42
30 4 2.78% 6.94% % of Samples in 10-Mile Pace: 77.08%
31 1 0.69% 7.64% Comments:
32 2 1.39% 9.03%
33 10 6.94% 15.97%
34 3 2.08% 18.06%
35 9 6.25% 24.31%
36 14 9.72% 34.03%
37 13 9.03% 43.06%
38 13 9.03% 52.08%
39 18 12.50% 64.58%
40 11 7.64% 72.22% S
41 9 6.25% 78.47%
42 11 7.64% 86.11%
43 4 2.78% 88.89%
44 5 3.47% 92.36%
45 4 2.78% 95.14%
46 2 1.39% 96.53%
47 2 1.39% 97.92%
48 1 0.69% 98.61%
49 2 1.39% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 144 100%
spd_form.xls
1:20-1:35PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
299
CITY OF OXNARD 99

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 1:40-2:00PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 80.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 15
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 1.30
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 14977
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3725
Vertical/Horizontal Alignment None
Road Width 112'
Parking Restriction No parking
No. Lanes and Median 2/direction, Soil and painted median Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Oxnard Blvd RR Tracks / Rose Ave
at Sunkist Dr
CVC 22358.6
300
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: at Sunkist Dr
Between: RR Tracks / Rose Ave Ref. # 99
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 52
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 80.45%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 3 2.26% 2.26%
37 4 3.01% 5.26%
38 3 2.26% 7.52%
39 8 6.02% 13.53%
40 8 6.02% 19.55% S
41 11 8.27% 27.82%
42 20 15.04% 42.86%
43 17 12.78% 55.64%
44 13 9.77% 65.41%
45 9 6.77% 72.18%
46 10 7.52% 79.70%
47 7 5.26% 84.96%
48 4 3.01% 87.97%
49 6 4.51% 92.48%
50 2 1.50% 93.98%
51 3 2.26% 96.24%
52 3 2.26% 98.50%
53 0 0.00% 98.50%
54 2 1.50% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 133 100%
spd_form.xls
1:40-2:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
301
CITY OF OXNARD 100

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 2:05 -2:20P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 50 Existing Speed Zone 55 mph 85th Percentile Speed (mph) 55 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 44 To 53 Justification
Percentage of Vehicles in Pace 74.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.68
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 14977
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1430
Vertical/Horizontal Alignment Vertical (Channel Islands Overpass) Road Width 135'
Parking Restriction No parking
No. Lanes and Median 2/direction, Soil and painted median Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Oxnard Blvd Rose Ave / Channel Islands Overpass
bt. Rose Ave + Channel Islands Overpass
CVC 22358.6, continuation of speed, Reduce
speed limit
302
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: bt. Rose Ave + Channel Islands Overpass
Between: Rose Ave / Channel Islands Overpass Ref. # 100 Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
35 0 0.00% 0.00% Hours:
36 0 0.00% 0.00% Recorder: EY AY
37 0 0.00% 0.00% Posted Speed: 55 mph
38 0 0.00% 0.00% Remarks:
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 2 1.72% 1.72% DATA ANALYSIS:
43 4 3.45% 5.17% Mean Speed: 50
44 5 4.31% 9.48% Standard Deviation: 4
45 4 3.45% 12.93% Standard error of the mean: 0.37
46 12 10.34% 23.28% 50th Percentile: 50
47 6 5.17% 28.45% 85th Percentile: 55
48 11 9.48% 37.93% 97th Percentile: 59
49 11 9.48% 47.41% 10 Mile Pace: 44 to 53
50 11 9.48% 56.90% % of Samples in 10-Mile Pace: 74.14% 51 13 11.21% 68.10% Comments:
52 4 3.45% 71.55%
53 9 7.76% 79.31%
54 4 3.45% 82.76%
55 5 4.31% 87.07%
56 3 2.59% 89.66%
57 2 1.72% 91.38%
58 5 4.31% 95.69%
59 2 1.72% 97.41%
60 1 0.86% 98.28% S
61 1 0.86% 99.14%
62 1 0.86% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 116 100%
spd_form.xls
2:05 -2:20P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
303
CITY OF OXNARD 101

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 8/16/2022 Day: Tuesday Hours: 9:40 -10:20A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 56 Existing Speed Zone 60 mph 85th Percentile Speed (mph) 59 Proposed Speed Zone 55 mph 10 mph Pace Speed (mph) 50 To 59 Justification
Percentage of Vehicles in Pace 80.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.91

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4575
Vertical/Horizontal Alignment None
Road Width 112'
Parking Restriction No parking
No. Lanes and Median 2/direction, Soil and painted median Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential /Farm Land
Comments
ID:

Oxnard Blvd Channel Islands Overpass / Pleasant Valley Rd 1500 E of Channel Islands Blvd
CVC 22358.6, Reduce speed limit
304
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Oxnard Blvd
Location: 1500 E of Channel Islands Blvd
Between: Channel Islands Overpass / Pleasant Valley Rd Ref. # 101 Cumulative Date: 8/16/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
35 0 0.00% 0.00% Hours:
36 0 0.00% 0.00% Recorder: AY
37 0 0.00% 0.00% Posted Speed: 60 mph
38 1 0.73% 0.73% Remarks:
39 0 0.00% 0.73%
40 1 0.73% 1.46%
41 0 0.00% 1.46%
42 1 0.73% 2.19% DATA ANALYSIS:
43 0 0.00% 2.19% Mean Speed: 55
44 1 0.73% 2.92% Standard Deviation: 5
45 0 0.00% 2.92% Standard error of the mean: 0.43
46 4 2.92% 5.84% 50th Percentile: 56
47 2 1.46% 7.30% 85th Percentile: 59
48 3 2.19% 9.49% 97th Percentile: 62
49 2 1.46% 10.95% 10 Mile Pace: 50 to 59
50 7 5.11% 16.06% % of Samples in 10-Mile Pace: 80.29%
51 9 6.57% 22.63% Comments:
52 7 5.11% 27.74%
53 6 4.38% 32.12%
54 11 8.03% 40.15%
55 7 5.11% 45.26%
56 20 14.60% 59.85%
57 11 8.03% 67.88%
58 14 10.22% 78.10%
59 18 13.14% 91.24%
60 3 2.19% 93.43% S
61 2 1.46% 94.89%
62 4 2.92% 97.81%
63 2 1.46% 99.27%
64 0 0.00% 99.27%
65 1 0.73% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 137 100%
spd_form.xls
9:40 -10:20A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
305
CITY OF OXNARD 102

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 1:50-2:25PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 72.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.28
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Stop sign /Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3470
Vertical/Horizontal Alignment Vertical (Statham/Emerson) (Titan/Wooley) Road Width 60'
Parking Restriction No parking
No. Lanes and Median 1/direction, TWLT
Improvement (SW, C & G) C&G . SW partial
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Pacific Ave Statham Blvd / Wooley Rd
at Beacon Pl
CVC 22358.8(a), continuation of speed, keep
existing speed limit
306
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pacific Ave
Location: at Beacon Pl
Between: Statham Blvd / Wooley Rd Ref. # 102
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 5
25 1 0.74% 0.74% Standard error of the mean: 0.43
26 1 0.74% 1.47% 50th Percentile: 36
27 2 1.47% 2.94% 85th Percentile: 42
28 0 0.00% 2.94% 97th Percentile: 45
29 7 5.15% 8.09% 10 Mile Pace: 29 to 38
30 6 4.41% 12.50% % of Samples in 10-Mile Pace: 72.06%
31 7 5.15% 17.65% Comments:
32 5 3.68% 21.32%
33 10 7.35% 28.68%
34 6 4.41% 33.09%
35 11 8.09% 41.18%
36 22 16.18% 57.35%
37 12 8.82% 66.18%
38 12 8.82% 75.00%
39 3 2.21% 77.21%
40 6 4.41% 81.62% S
41 4 2.94% 84.56%
42 6 4.41% 88.97%
43 3 2.21% 91.18%
44 7 5.15% 96.32%
45 1 0.74% 97.06%
46 2 1.47% 98.53%
47 0 0.00% 98.53%
48 1 0.74% 99.26%
49 0 0.00% 99.26%
50 0 0.00% 99.26%
51 1 0.74% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 136 100%
spd_form.xls
1:50-2:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
307
CITY OF OXNARD 103

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 1:10-1:45PM
Location of survey:

SPEED DATA
50th Percentile Speed (mph) 30 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 36 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 26 To 35 Justification
Percentage of Vehicles in Pace 75%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.37
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2630
Vertical/Horizontal Alignment None
Road Width 50'-35'
Parking Restriction No parking on E/S S of Mountain View No. Lanes and Median 1/direction
Improvement (SW, C & G) C&G&SW (S of Mntn View and partial E/S N of Mntn View). None W/S N of Mntn View Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Pacific Ave Wooley Rd / Fifth St
at Mountain View Ave
85th percentile speed
308
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pacific Ave
Location: at Mountain View Ave
Between: Wooley Rd / Fifth St Ref. # 103
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 2 1.72% 1.72% DATA ANALYSIS:
23 1 0.86% 2.59% Mean Speed: 31
24 4 3.45% 6.03% Standard Deviation: 5
25 4 3.45% 9.48% Standard error of the mean: 0.46
26 10 8.62% 18.10% 50th Percentile: 30
27 11 9.48% 27.59% 85th Percentile: 36
28 7 6.03% 33.62% 97th Percentile: 41
29 14 12.07% 45.69% 10 Mile Pace: 26 to 35
30 9 7.76% 53.45% % of Samples in 10-Mile Pace: 75.00%
31 10 8.62% 62.07% Comments:
32 9 7.76% 69.83%
33 8 6.90% 76.72%
34 2 1.72% 78.45%
35 7 6.03% 84.48%
36 4 3.45% 87.93%
37 4 3.45% 91.38%
38 2 1.72% 93.10%
39 1 0.86% 93.97%
40 3 2.59% 96.55% S
41 1 0.86% 97.41%
42 1 0.86% 98.28%
43 0 0.00% 98.28%
44 1 0.86% 99.14%
45 0 0.00% 99.14%
46 0 0.00% 99.14%
47 1 0.86% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 116 100%
spd_form.xls
1:10-1:45PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
309
CITY OF OXNARD 104

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/17/2022 Day: Thursday Hours: 2:35-3:05PM Location of survey:

SPEED DATA
50th Percentile Speed (mph) 41 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 37 To 46 Justification
Percentage of Vehicles in Pace 83.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations #REF!
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4000
Vertical/Horizontal Alignment Vertical (Nebula/Gonzales) Road Width 63'
Parking Restriction No parking
No. Lanes and Median 1/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Farm Land /Residential
Comments
ID:

Patterson Rd Doris Ave / Gonzales Rd
at Nebula St
CVC 22358.8(a), continuation of speed, keep
existing speed limit
310
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Patterson Rd
Location: at Nebula St
Between: Doris Ave / Gonzales Rd Ref. # 104
Cumulative Date: 3/17/2022 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 41
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.36
26 0 0.00% 0.00% 50th Percentile: 41
27 0 0.00% 0.00% 85th Percentile: 45
28 0 0.00% 0.00% 97th Percentile: 48
29 0 0.00% 0.00% 10 Mile Pace: 37 to 46
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 83.47%
31 0 0.00% 0.00% Comments:
32 1 0.83% 0.83%
33 0 0.00% 0.83%
34 1 0.83% 1.65%
35 3 2.48% 4.13%
36 6 4.96% 9.09%
37 10 8.26% 17.36%
38 13 10.74% 28.10%
39 14 11.57% 39.67%
40 10 8.26% 47.93% S
41 10 8.26% 56.20%
42 15 12.40% 68.60%
43 8 6.61% 75.21%
44 6 4.96% 80.17%
45 8 6.61% 86.78%
46 7 5.79% 92.56%
47 4 3.31% 95.87%
48 3 2.48% 98.35%
49 1 0.83% 99.17%
50 1 0.83% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 121 100%
spd_form.xls
2:35-3:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
311
CITY OF OXNARD 105

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/17/2022 Day: Thursday Hours: 3:10-3:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 0 Justification
Percentage of Vehicles in Pace 85%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.45
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3065
Vertical/Horizontal Alignment Vertical (Gonzales/Vineyard) Road Width 63'
Parking Restriction No parking
No. Lanes and Median 1/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use School /Residential /Recreational
Comments Thurgood Elem School no crosswalk.

Golf course no crosswalk
ID:

Patterson Rd Gonzales Rd / Vineyard Ave
at Bermuda Dunes Dr
85th percentile speed
312
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Patterson Rd
Location: at Bermuda Dunes Dr
Between: Gonzales Rd / Vineyard Ave Ref. # 105
Cumulative Date: 3/17/2022 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.27
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 42
28 0 0.00% 0.00% 97th Percentile: 45
29 0 0.00% 0.00% 10 Mile Pace: 33 to 42
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 85.00%
31 1 0.83% 0.83% Comments:
32 1 0.83% 1.67%
33 7 5.83% 7.50%
34 9 7.50% 15.00%
35 3 2.50% 17.50%
36 13 10.83% 28.33%
37 7 5.83% 34.17%
38 13 10.83% 45.00%
39 22 18.33% 63.33%
40 10 8.33% 71.67% S
41 9 7.50% 79.17%
42 9 7.50% 86.67%
43 6 5.00% 91.67%
44 6 5.00% 96.67%
45 1 0.83% 97.50%
46 2 1.67% 99.17%
47 1 0.83% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 120 100%
spd_form.xls
3:10-3:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
313
CITY OF OXNARD 106

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 10:25 -10:55A 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 44 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 78.3%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.21
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3325
Vertical/Horizontal Alignment Vertical, slight (Jacktar/Windward) Road Width 77'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) C&G. SW on W/S only
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Railroad
Comments
ID:

Patterson Rd Hemlock St / Wooley Rd
at Helm Dr
CVC 22358.6
314
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Patterson Rd
Location: at Helm Dr
Between: Hemlock St / Wooley Rd Ref. # 106
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.32
26 0 0.00% 0.00% 50th Percentile: 44
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 54
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.29%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 2 1.32% 1.32%
36 3 1.97% 3.29%
37 1 0.66% 3.95%
38 6 3.95% 7.89%
39 8 5.26% 13.16%
40 9 5.92% 19.08% S
41 9 5.92% 25.00%
42 19 12.50% 37.50%
43 16 10.53% 48.03%
44 20 13.16% 61.18%
45 14 9.21% 70.39%
46 8 5.26% 75.66%
47 10 6.58% 82.24%
48 5 3.29% 85.53%
49 6 3.95% 89.47%
50 6 3.95% 93.42%
51 0 0.00% 93.42%
52 3 1.97% 95.39%
53 0 0.00% 95.39%
54 4 2.63% 98.03%
55 2 1.32% 99.34%
56 1 0.66% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 152 100%
spd_form.xls
10:25 -10:55A
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
315
CITY OF OXNARD 107

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/17/2022 Day: Thursday Hours: 3:45-4:15PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 45 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 47 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 87.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.26
Expected Collision Rate (ACC/MVM) 1.17

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal /Roundabout in segment

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2605
Vertical/Horizontal Alignment None
Road Width 80'
Parking Restriction No parking
No. Lanes and Median 2/direction to 1/direction at Dunkirk Dr, Raised Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments Roundabout at Dunkirk Dr
ID:

Patterson Rd Wooley Rd / Fifth St
at Oarfish Ln
85th percentile speed
316
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Patterson Rd
Location: at Oarfish Ln
Between: Wooley Rd / Fifth St Ref. # 107
Cumulative Date: 3/17/2022 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.26
26 0 0.00% 0.00% 50th Percentile: 45
27 0 0.00% 0.00% 85th Percentile: 47
28 0 0.00% 0.00% 97th Percentile: 49
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 87.68%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 1 0.72% 0.72%
36 0 0.00% 0.72%
37 5 3.62% 4.35%
38 2 1.45% 5.80%
39 11 7.97% 13.77%
40 5 3.62% 17.39% S
41 7 5.07% 22.46%
42 12 8.70% 31.16%
43 9 6.52% 37.68%
44 16 11.59% 49.28%
45 18 13.04% 62.32%
46 27 19.57% 81.88%
47 8 5.80% 87.68%
48 8 5.80% 93.48%
49 5 3.62% 97.10%
50 1 0.72% 97.83%
51 0 0.00% 97.83%
52 1 0.72% 98.55%
53 0 0.00% 98.55%
54 2 1.45% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 138 100%
spd_form.xls
3:45-4:15PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
317
CITY OF OXNARD 108

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/26/2022 Day: Tuesday Hours: 12:15-12:50P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 29 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 33 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 23 To 32 Justification
Percentage of Vehicles in Pace 75.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.74
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal /Roundabout

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2805
Vertical/Horizontal Alignment None
Road Width 63'
Parking Restriction None
No. Lanes and Median 1/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Commercial /Residential
Comments
ID:

Peninsula Rd So Terminal / Channel Islands Blvd
500' s/o Channel island
CVC 22358.8(a), keep existing speed limit
318
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Peninsula Rd
Location: 500' s/o Channel island
Between: So Terminal / Channel Islands Blvd Ref. # 108
Cumulative Date: 4/26/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 1 0.94% 0.94%
21 5 4.72% 5.66%
22 4 3.77% 9.43% DATA ANALYSIS:
23 4 3.77% 13.21% Mean Speed: 28
24 6 5.66% 18.87% Standard Deviation: 4
25 5 4.72% 23.58% Standard error of the mean: 0.39
26 9 8.49% 32.08% 50th Percentile: 29
27 6 5.66% 37.74% 85th Percentile: 33
28 12 11.32% 49.06% 97th Percentile: 36
29 11 10.38% 59.43% 10 Mile Pace: 23 to 32
30 11 10.38% 69.81% % of Samples in 10-Mile Pace: 75.47% 31 10 9.43% 79.25% Comments:
32 6 5.66% 84.91%
33 1 0.94% 85.85%
34 5 4.72% 90.57%
35 6 5.66% 96.23%
36 2 1.89% 98.11%
37 2 1.89% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00% S
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 106 100%
spd_form.xls
12:15-12:50P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
319
CITY OF OXNARD 109

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 5/18/2022 Day: Wednesday Hours: 11:50AM-12:25PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 28 Existing Speed Zone 25 mph 85th Percentile Speed (mph) 31 Proposed Speed Zone 25 mph 10 mph Pace Speed (mph) 22 To 31 Justification
Percentage of Vehicles in Pace 87.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 3000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2640
Vertical/Horizontal Alignment None
Road Width 50'
Parking Restriction Partial
No. Lanes and Median 1/direction, Painted
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type Controlled school crosswalk
Adjacent Land use Residential /School
Comments Art Haycox Elem STOP controlled crosswalk
ID:

Perkins Road Hueneme Ave / Pleasant Valley Rd
at Fairbourne Pl
CVC 22358.8(a), school safety, keep existing
speed limit
320
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Perkins Road
Location: at Fairbourne Pl
Between: Hueneme Ave / Pleasant Valley Rd Ref. # 109
Cumulative Date: 5/18/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: AY
17 0 0.00% 0.00% Posted Speed: 25 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 3 2.63% 2.63%
22 6 5.26% 7.89% DATA ANALYSIS:
23 6 5.26% 13.16% Mean Speed: 28
24 6 5.26% 18.42% Standard Deviation: 3
25 5 4.39% 22.81% Standard error of the mean: 0.28
26 14 12.28% 35.09% 50th Percentile: 28
27 14 12.28% 47.37% 85th Percentile: 31
28 15 13.16% 60.53% 97th Percentile: 33
29 16 14.04% 74.56% 10 Mile Pace: 22 to 31
30 10 8.77% 83.33% % of Samples in 10-Mile Pace: 87.72% 31 8 7.02% 90.35% Comments:
32 6 5.26% 95.61%
33 2 1.75% 97.37%
34 0 0.00% 97.37%
35 1 0.88% 98.25%
36 2 1.75% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00% S
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 114 100%
spd_form.xls
11:50AM-12:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
321
CITY OF OXNARD 110

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 3:05-3:35PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 35 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 38 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 30 To 39 Justification
Percentage of Vehicles in Pace 83.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 9
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 0.92
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 19062
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2485
Vertical/Horizontal Alignment Horizontal slight at J St Road Width 72'-60'
Parking Restriction Some. Most no parking
No. Lanes and Median 2/direction, TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential /Commercial
Comments
ID:

Pleasant Valley Rd J Street / Saviers Rd
at Perkins Rd
CVC 22358.6
322
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pleasant Valley Rd
Location: at Perkins Rd
Between: J Street / Saviers Rd Ref. # 110
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 35
24 0 0.00% 0.00% Standard Deviation: 4
25 1 0.75% 0.75% Standard error of the mean: 0.35
26 2 1.49% 2.24% 50th Percentile: 35
27 0 0.00% 2.24% 85th Percentile: 38
28 1 0.75% 2.99% 97th Percentile: 41
29 5 3.73% 6.72% 10 Mile Pace: 30 to 39
30 4 2.99% 9.70% % of Samples in 10-Mile Pace: 83.58%
31 10 7.46% 17.16% Comments:
32 10 7.46% 24.63%
33 15 11.19% 35.82%
34 15 11.19% 47.01%
35 14 10.45% 57.46%
36 18 13.43% 70.90%
37 7 5.22% 76.12%
38 12 8.96% 85.07%
39 7 5.22% 90.30%
40 4 2.99% 93.28% S
41 6 4.48% 97.76%
42 3 2.24% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 134 100%
spd_form.xls
3:05-3:35PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
323
CITY OF OXNARD 111

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 1:46-2:20PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 35 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 38 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 30 To 39 Justification
Percentage of Vehicles in Pace 88.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 8
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.85
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 20374
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2230
Vertical/Horizontal Alignment None
Road Width 49'
Parking Restriction No parking
No. Lanes and Median 2/direction, Painted
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Pleasant Valley Rd Saviers Rd / Squires Dr
at Cloyne St
CVC 22358.6
324
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pleasant Valley Rd
Location: at Cloyne St
Between: Saviers Rd / Squires Dr Ref. # 111
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 35
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.23
26 0 0.00% 0.00% 50th Percentile: 35
27 0 0.00% 0.00% 85th Percentile: 38
28 1 0.60% 0.60% 97th Percentile: 41
29 4 2.41% 3.01% 10 Mile Pace: 30 to 39
30 10 6.02% 9.04% % of Samples in 10-Mile Pace: 88.55%
31 4 2.41% 11.45% Comments:
32 14 8.43% 19.88%
33 25 15.06% 34.94%
34 16 9.64% 44.58%
35 20 12.05% 56.63%
36 23 13.86% 70.48%
37 11 6.63% 77.11%
38 16 9.64% 86.75%
39 8 4.82% 91.57%
40 4 2.41% 93.98% S
41 6 3.61% 97.59%
42 0 0.00% 97.59%
43 0 0.00% 97.59%
44 1 0.60% 98.19%
45 1 0.60% 98.80%
46 2 1.20% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 166 100%
spd_form.xls
1:46-2:20PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
325
CITY OF OXNARD 112

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 3:40-4:10P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 79.4%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 16
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 1.32
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 16206
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3610
Vertical/Horizontal Alignment Vertical (Longfellow/Terrace) Road Width 85'-76'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) C&G&SW S/S, C&G&SW only from Squires/Terrace N/S Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Stormwater Channel
Comments
ID:

Pleasant Valley Rd Squires Dr / Rose Ave
300 ft s/o Terrace Ave
85th percentile speed
326
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pleasant Valley Rd
Location: 300 ft s/o Terrace Ave
Between: Squires Dr / Rose Ave Ref. # 112
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 50
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.43%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 2 1.14% 1.14%
35 2 1.14% 2.29%
36 7 4.00% 6.29%
37 7 4.00% 10.29%
38 7 4.00% 14.29%
39 16 9.14% 23.43%
40 11 6.29% 29.71% S
41 8 4.57% 34.29%
42 19 10.86% 45.14%
43 20 11.43% 56.57%
44 15 8.57% 65.14%
45 21 12.00% 77.14%
46 14 8.00% 85.14%
47 7 4.00% 89.14%
48 8 4.57% 93.71%
49 5 2.86% 96.57%
50 1 0.57% 97.14%
51 0 0.00% 97.14%
52 4 2.29% 99.43%
53 1 0.57% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 175 100%
spd_form.xls
3:40-4:10P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
327
CITY OF OXNARD 113

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/15/2022 Day: Friday Hours: 2:50 -3:10P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 46 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 50 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 41 To 50 Justification
Percentage of Vehicles in Pace 78.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.23
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 16206
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2555
Vertical/Horizontal Alignment None
Road Width 76'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) C&G&SW S/S only
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Stormwater Channel
Comments
ID:

Pleasant Valley Rd Rose Ave / Bard Rd
at Syracuse Dr
CVC 22358.8(a), continuation of speed, keep
existing speed limit
328
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pleasant Valley Rd
Location: at Syracuse Dr
Between: Rose Ave / Bard Rd Ref. # 113
Cumulative Date: 4/15/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 46
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 46
27 0 0.00% 0.00% 85th Percentile: 50
28 0 0.00% 0.00% 97th Percentile: 53
29 0 0.00% 0.00% 10 Mile Pace: 41 to 50
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.74%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 0 0.00% 0.00%
37 1 0.79% 0.79%
38 4 3.15% 3.94%
39 3 2.36% 6.30%
40 5 3.94% 10.24% S
41 5 3.94% 14.17%
42 9 7.09% 21.26%
43 8 6.30% 27.56%
44 8 6.30% 33.86%
45 7 5.51% 39.37%
46 22 17.32% 56.69%
47 7 5.51% 62.20%
48 15 11.81% 74.02%
49 13 10.24% 84.25%
50 6 4.72% 88.98%
51 5 3.94% 92.91%
52 5 3.94% 96.85%
53 2 1.57% 98.43%
54 0 0.00% 98.43%
55 1 0.79% 99.21%
56 1 0.79% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 127 100%
spd_form.xls
2:50 -3:10P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
329
CITY OF OXNARD 114

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/22/2022 Day: Tuesday Hours: 2:30-3:00PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 47 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 79.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 0.61
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 16206
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3410
Vertical/Horizontal Alignment None
Road Width 70'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Pleasant Valley Rd Bard Rd / SR-1
at Coastal Village
85th percentile speed
330
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Pleasant Valley Rd
Location: at Coastal Village
Between: Bard Rd / SR-1 Ref. # 114
Cumulative Date: 3/22/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 43
27 0 0.00% 0.00% 85th Percentile: 47
28 0 0.00% 0.00% 97th Percentile: 50
29 0 0.00% 0.00% 10 Mile Pace: 38 to 47
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.10%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 1 0.75% 0.75%
34 0 0.00% 0.75%
35 1 0.75% 1.49%
36 3 2.24% 3.73%
37 4 2.99% 6.72%
38 9 6.72% 13.43%
39 14 10.45% 23.88%
40 10 7.46% 31.34% S
41 6 4.48% 35.82%
42 18 13.43% 49.25%
43 9 6.72% 55.97%
44 5 3.73% 59.70%
45 15 11.19% 70.90%
46 11 8.21% 79.10%
47 9 6.72% 85.82%
48 3 2.24% 88.06%
49 7 5.22% 93.28%
50 5 3.73% 97.01%
51 2 1.49% 98.51%
52 1 0.75% 99.25%
53 1 0.75% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 134 100%
spd_form.xls
2:30-3:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
331
CITY OF OXNARD 115

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 11:05-11:25AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 48 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 52 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 43 To 52 Justification
Percentage of Vehicles in Pace 72.7%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 10
No. with Speed violations 6
Predominant type
Collision Rate (ACC/MVM) 0.40
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 35316
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3400
Vertical/Horizontal Alignment None
Road Width 89'-104'
Parking Restriction No parking
No. Lanes and Median 3/SB, 2-3NB, Raised
Improvement (SW, C & G) C&G&SW W/S. C&G&SW only from Sturgis/Camino E/S Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial /Farm Land
Comments
ID:

Rice Ave Fifth St / Camino Del Sol
at Sturgis Rd
85th percentile speed
332
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rice Ave
Location: at Sturgis Rd
Between: Fifth St / Camino Del Sol Ref. # 115
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
35 1 0.72% 0.72% Hours:
36 0 0.00% 0.72% Recorder: EY /AY
37 2 1.44% 2.16% Posted Speed: 50 mph
38 3 2.16% 4.32% Remarks:
39 4 2.88% 7.19%
40 2 1.44% 8.63%
41 2 1.44% 10.07%
42 5 3.60% 13.67% DATA ANALYSIS:
43 11 7.91% 21.58% Mean Speed: 48
44 5 3.60% 25.18% Standard Deviation: 5
45 5 3.60% 28.78% Standard error of the mean: 0.42
46 9 6.47% 35.25% 50th Percentile: 48
47 11 7.91% 43.17% 85th Percentile: 52
48 13 9.35% 52.52% 97th Percentile: 57
49 15 10.79% 63.31% 10 Mile Pace: 43 to 52
50 11 7.91% 71.22% % of Samples in 10-Mile Pace: 72.66% 51 11 7.91% 79.14% Comments:
52 10 7.19% 86.33%
53 3 2.16% 88.49%
54 6 4.32% 92.81%
55 3 2.16% 94.96%
56 2 1.44% 96.40%
57 1 0.72% 97.12%
58 1 0.72% 97.84%
59 0 0.00% 97.84%
60 0 0.00% 97.84% S
61 1 0.72% 98.56%
62 1 0.72% 99.28%
63 1 0.72% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
11:05-11:25AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
333
CITY OF OXNARD 116

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 10:42-11:00AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 47 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 53 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 42 To 51 Justification
Percentage of Vehicles in Pace 65.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.20
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 40986
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1750
Vertical/Horizontal Alignment None
Road Width 101'
Parking Restriction No parking
No. Lanes and Median 3/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial
Comments
ID:

Rice Ave Camino Del Sol / Latigo Ave
700' s/o Latigo Ave
CVC 22358.6
334
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rice Ave
Location: 700' s/o Latigo Ave
Between: Camino Del Sol / Latigo Ave Ref. # 116
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
35 1 0.61% 0.61% Hours:
36 1 0.61% 1.23% Recorder: EY /AY
37 3 1.84% 3.07% Posted Speed: 50 mph
38 5 3.07% 6.13% Remarks:
39 1 0.61% 6.75%
40 5 3.07% 9.82%
41 4 2.45% 12.27%
42 9 5.52% 17.79% DATA ANALYSIS:
43 12 7.36% 25.15% Mean Speed: 47
44 8 4.91% 30.06% Standard Deviation: 5
45 8 4.91% 34.97% Standard error of the mean: 0.39
46 12 7.36% 42.33% 50th Percentile: 47
47 13 7.98% 50.31% 85th Percentile: 53
48 10 6.13% 56.44% 97th Percentile: 58
49 13 7.98% 64.42% 10 Mile Pace: 42 to 51
50 12 7.36% 71.78% % of Samples in 10-Mile Pace: 65.03% 51 9 5.52% 77.30% Comments:
52 7 4.29% 81.60%
53 11 6.75% 88.34%
54 5 3.07% 91.41%
55 4 2.45% 93.87%
56 3 1.84% 95.71%
57 1 0.61% 96.32%
58 2 1.23% 97.55%
59 2 1.23% 98.77%
60 0 0.00% 98.77% S
61 1 0.61% 99.39%
62 0 0.00% 99.39%
63 1 0.61% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 163 100%
spd_form.xls
10:42-11:00AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
335
CITY OF OXNARD 117

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 10:00-10:24AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 48 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 53 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 43 To 52 Justification
Percentage of Vehicles in Pace 67.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 3
Predominant type
Collision Rate (ACC/MVM) 0.17
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 40986
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2850
Vertical/Horizontal Alignment None
Road Width 88'
Parking Restriction No parking
No. Lanes and Median 3/SB, 2/NB, Raised
Improvement (SW, C & G) C&G&SW on W/S only
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial /Farm Land
Comments
ID:

Rice Ave Latigo Ave / Gonzales Rd
at Sakioka Dr
CVC 22358.6
336
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rice Ave
Location: at Sakioka Dr
Between: Latigo Ave / Gonzales Rd Ref. # 117
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
35 1 0.55% 0.55% Hours:
36 2 1.09% 1.64% Recorder: EY /AY
37 2 1.09% 2.73% Posted Speed: 50 mph
38 2 1.09% 3.83% Remarks:
39 2 1.09% 4.92%
40 5 2.73% 7.65%
41 7 3.83% 11.48%
42 10 5.46% 16.94% DATA ANALYSIS:
43 13 7.10% 24.04% Mean Speed: 48
44 14 7.65% 31.69% Standard Deviation: 5
45 7 3.83% 35.52% Standard error of the mean: 0.37
46 11 6.01% 41.53% 50th Percentile: 48
47 5 2.73% 44.26% 85th Percentile: 53
48 13 7.10% 51.37% 97th Percentile: 57
49 21 11.48% 62.84% 10 Mile Pace: 43 to 52
50 12 6.56% 69.40% % of Samples in 10-Mile Pace: 67.21% 51 11 6.01% 75.41% Comments:
52 16 8.74% 84.15%
53 6 3.28% 87.43%
54 6 3.28% 90.71%
55 9 4.92% 95.63%
56 1 0.55% 96.17%
57 3 1.64% 97.81%
58 1 0.55% 98.36%
59 0 0.00% 98.36%
60 1 0.55% 98.91% S
61 1 0.55% 99.45%
62 1 0.55% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 183 100%
spd_form.xls
10:00-10:24AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
337
CITY OF OXNARD 118

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 9:30-9:55AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 49 Existing Speed Zone 50 mph 85th Percentile Speed (mph) 53 Proposed Speed Zone 50 mph 10 mph Pace Speed (mph) 44 To 53 Justification
Percentage of Vehicles in Pace 74.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.23
Expected Collision Rate (ACC/MVM) 1.06

TRAFFIC FACTORS
Average Daily Traffic 49898
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 1245
Vertical/Horizontal Alignment Vertical
Road Width 123'
Parking Restriction No parking
No. Lanes and Median 3/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial /Farm Land
Comments
ID:

Rice Ave Gonzales Rd / 101 SB
w/o Gonzales Rd
CVC 22358.6
338
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rice Ave
Location: w/o Gonzales Rd
Between: Gonzales Rd / 101 SB Ref. # 118
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
35 0 0.00% 0.00% Hours:
36 1 0.51% 0.51% Recorder: EY /AY
37 1 0.51% 1.02% Posted Speed: 50 mph
38 1 0.51% 1.53% Remarks:
39 4 2.04% 3.57%
40 4 2.04% 5.61%
41 4 2.04% 7.65%
42 7 3.57% 11.22% DATA ANALYSIS:
43 6 3.06% 14.29% Mean Speed: 49
44 9 4.59% 18.88% Standard Deviation: 5
45 6 3.06% 21.94% Standard error of the mean: 0.36
46 18 9.18% 31.12% 50th Percentile: 49
47 16 8.16% 39.29% 85th Percentile: 53
48 16 8.16% 47.45% 97th Percentile: 59
49 21 10.71% 58.16% 10 Mile Pace: 44 to 53
50 16 8.16% 66.33% % of Samples in 10-Mile Pace: 73.98% 51 15 7.65% 73.98% Comments:
52 16 8.16% 82.14%
53 12 6.12% 88.27%
54 6 3.06% 91.33%
55 3 1.53% 92.86%
56 5 2.55% 95.41%
57 2 1.02% 96.43%
58 1 0.51% 96.94%
59 1 0.51% 97.45%
60 3 1.53% 98.98% S
61 2 1.02% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 196 100%
spd_form.xls
9:30-9:55AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
339
CITY OF OXNARD 119

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 9:05-9:24AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 40 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 44 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 37 To 46 Justification
Percentage of Vehicles in Pace 78.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.52
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 20000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 920
Vertical/Horizontal Alignment Vertical
Road Width 102'
Parking Restriction No parking
No. Lanes and Median 3/SB, 2/NB, Painted
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Freeway
Comments
ID:

Rice Ave 101 SB / City Limits
500 ft W of 101 SB
CVC 22358.6
340
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rice Ave
Location: 500 ft W of 101 SB
Between: 101 SB / City Limits Ref. # 119
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 40
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.34
26 0 0.00% 0.00% 50th Percentile: 40
27 0 0.00% 0.00% 85th Percentile: 44
28 0 0.00% 0.00% 97th Percentile: 48
29 0 0.00% 0.00% 10 Mile Pace: 37 to 46
30 1 0.74% 0.74% % of Samples in 10-Mile Pace: 78.52%
31 1 0.74% 1.48% Comments:
32 4 2.96% 4.44%
33 2 1.48% 5.93%
34 4 2.96% 8.89%
35 3 2.22% 11.11%
36 5 3.70% 14.81%
37 5 3.70% 18.52%
38 11 8.15% 26.67%
39 20 14.81% 41.48%
40 14 10.37% 51.85% S
41 8 5.93% 57.78%
42 18 13.33% 71.11%
43 12 8.89% 80.00%
44 9 6.67% 86.67%
45 2 1.48% 88.15%
46 7 5.19% 93.33%
47 3 2.22% 95.56%
48 3 2.22% 97.78%
49 1 0.74% 98.52%
50 0 0.00% 98.52%
51 0 0.00% 98.52%
52 2 1.48% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 135 100%
spd_form.xls
9:05-9:24AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
341
CITY OF OXNARD 120

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 12:45-1:05PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 42 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 46 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 37 To 46 Justification
Percentage of Vehicles in Pace 84.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.18
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 20644
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2590
Vertical/Horizontal Alignment Vertical (Sanford/Pleasant Valley) Road Width 95'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Commercial
Comments Fred L Williams Elm NOT adjacent
ID:

Rose Ave Sanford St / Bard Rd
at Pleasant Valley Rd
85th percentile speed
342
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: at Pleasant Valley Rd
Between: Sanford St / Bard Rd Ref. # 120
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 42
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.36
26 0 0.00% 0.00% 50th Percentile: 42
27 0 0.00% 0.00% 85th Percentile: 46
28 0 0.00% 0.00% 97th Percentile: 49
29 0 0.00% 0.00% 10 Mile Pace: 37 to 46
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 84.80%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 3 2.40% 2.40%
36 3 2.40% 4.80%
37 6 4.80% 9.60%
38 8 6.40% 16.00%
39 14 11.20% 27.20%
40 11 8.80% 36.00% S
41 10 8.00% 44.00%
42 13 10.40% 54.40%
43 14 11.20% 65.60%
44 14 11.20% 76.80%
45 8 6.40% 83.20%
46 8 6.40% 89.60%
47 4 3.20% 92.80%
48 4 3.20% 96.00%
49 2 1.60% 97.60%
50 2 1.60% 99.20%
51 0 0.00% 99.20%
52 1 0.80% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 125 100%
spd_form.xls
12:45-1:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
343
CITY OF OXNARD 121

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 12:20-12:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 44 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 81.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 10
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 0.46
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 25704
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4060
Vertical/Horizontal Alignment Vertical (N Campus Rd/Raiders) Road Width 95'
Parking Restriction Yes
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /College /High School /Park Comments Oxnard College, uncontrolled crosswalk
Channel Islands High School, signal controlled crosswalk College Park, signal controlled crosswalk
ID:

Rose Ave Bard Rd / Channel Islands Blvd
at N Campus Rd
CVC 22358.6
344
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: at N Campus Rd
Between: Bard Rd / Channel Islands Blvd Ref. # 121
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 44
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.31
26 0 0.00% 0.00% 50th Percentile: 44
27 0 0.00% 0.00% 85th Percentile: 48
28 0 0.00% 0.00% 97th Percentile: 52
29 0 0.00% 0.00% 10 Mile Pace: 39 to 48
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 81.21%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 2 1.21% 1.21%
37 3 1.82% 3.03%
38 8 4.85% 7.88%
39 7 4.24% 12.12%
40 8 4.85% 16.97% S
41 8 4.85% 21.82%
42 19 11.52% 33.33%
43 18 10.91% 44.24%
44 17 10.30% 54.55%
45 18 10.91% 65.45%
46 17 10.30% 75.76%
47 12 7.27% 83.03%
48 10 6.06% 89.09%
49 4 2.42% 91.52%
50 5 3.03% 94.55%
51 2 1.21% 95.76%
52 5 3.03% 98.79%
53 2 1.21% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 165 100%
spd_form.xls
12:20-12:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
345
CITY OF OXNARD 122

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 11:55AM-12:15PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 45 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 49 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 41 To 50 Justification
Percentage of Vehicles in Pace 84.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 5
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.26
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 26963
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3385
Vertical/Horizontal Alignment Vertical (at Oxnard) (Fiske/Emerson) Road Width 105'-95'
Parking Restriction No parking
No. Lanes and Median 3/NB, 2/SB, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Industrial /Commercial
Comments
ID:

Rose Ave Channel Islands Blvd / Emerson Ave
at Ives Ave
CVC 22358.6
346
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: at Ives Ave
Between: Channel Islands Blvd / Emerson Ave Ref. # 122
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 45
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.34
26 0 0.00% 0.00% 50th Percentile: 45
27 0 0.00% 0.00% 85th Percentile: 49
28 0 0.00% 0.00% 97th Percentile: 53
29 0 0.00% 0.00% 10 Mile Pace: 41 to 50
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 84.17%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 0 0.00% 0.00%
36 1 0.72% 0.72%
37 1 0.72% 1.44%
38 2 1.44% 2.88%
39 2 1.44% 4.32%
40 4 2.88% 7.19% S
41 6 4.32% 11.51%
42 18 12.95% 24.46%
43 15 10.79% 35.25%
44 12 8.63% 43.88%
45 13 9.35% 53.24%
46 14 10.07% 63.31%
47 13 9.35% 72.66%
48 12 8.63% 81.29%
49 9 6.47% 87.77%
50 5 3.60% 91.37%
51 3 2.16% 93.53%
52 4 2.88% 96.40%
53 2 1.44% 97.84%
54 2 1.44% 99.28%
55 1 0.72% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
11:55AM-12:15PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
347
CITY OF OXNARD 123

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 11:30-11:50AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 45 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 50 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 41 To 50 Justification
Percentage of Vehicles in Pace 79.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.13
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 26963
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2660
Vertical/Horizontal Alignment None
Road Width 80'-95'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) C&G&SW on W/S only
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial /Farm Land
Comments
ID:

Rose Ave Emerson Dr / Wooley Rd
at Westar Dr
CVC 22358.8(a), continuation of speed, keep
existing speed limit
348
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: at Westar Dr
Between: Emerson Dr / Wooley Rd Ref. # 123
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 45 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 46
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.35
26 0 0.00% 0.00% 50th Percentile: 45
27 0 0.00% 0.00% 85th Percentile: 50
28 0 0.00% 0.00% 97th Percentile: 56
29 0 0.00% 0.00% 10 Mile Pace: 41 to 50
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.84%
31 0 0.00% 0.00% Comments:
32 0 0.00% 0.00%
33 0 0.00% 0.00%
34 0 0.00% 0.00%
35 1 0.78% 0.78%
36 2 1.55% 2.33%
37 1 0.78% 3.10%
38 0 0.00% 3.10%
39 3 2.33% 5.43%
40 3 2.33% 7.75% S
41 10 7.75% 15.50%
42 11 8.53% 24.03%
43 9 6.98% 31.01%
44 12 9.30% 40.31%
45 15 11.63% 51.94%
46 12 9.30% 61.24%
47 9 6.98% 68.22%
48 5 3.88% 72.09%
49 10 7.75% 79.84%
50 10 7.75% 87.60%
51 4 3.10% 90.70%
52 4 3.10% 93.80%
53 2 1.55% 95.35%
54 0 0.00% 95.35%
55 2 1.55% 96.90%
56 1 0.78% 97.67%
57 0 0.00% 97.67%
58 3 2.33% 100.00%
59 0 0.00% 100.00%
Total: 129 100%
spd_form.xls
11:30-11:50AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
349
CITY OF OXNARD 124

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 1:40-2:00PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 nph 10 mph Pace Speed (mph) 37 To 46 Justification
Percentage of Vehicles in Pace 70%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 4
No. with Speed violations 2
Predominant type
Collision Rate (ACC/MVM) 0.23
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 32227
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2610
Vertical/Horizontal Alignment Vertical (Mountain View/5th) Road Width 73'
Parking Restriction No parking
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) C&G&SW on W/S only
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial /Fam Land
Comments
ID:

Rose Ave Fifth St / Wooley Rd
at Mountain View Ave
CVC 22358.6
350
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: at Mountain View Ave
Between: Fifth St / Wooley Rd Ref. # 124
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
25 0 0.00% 0.00% Hours:
26 0 0.00% 0.00% Recorder: EY /AY
27 0 0.00% 0.00% Posted Speed: 45 mph
28 1 0.59% 0.59% Remarks:
29 0 0.00% 0.59%
30 0 0.00% 0.59%
31 1 0.59% 1.18%
32 0 0.00% 1.18% DATA ANALYSIS:
33 0 0.00% 1.18% Mean Speed: 43
34 0 0.00% 1.18% Standard Deviation: 5
35 4 2.35% 3.53% Standard error of the mean: 0.38
36 7 4.12% 7.65% 50th Percentile: 43
37 8 4.71% 12.35% 85th Percentile: 48
38 8 4.71% 17.06% 97th Percentile: 53
39 15 8.82% 25.88% 10 Mile Pace: 37 to 46
40 13 7.65% 33.53% % of Samples in 10-Mile Pace: 70.00% 41 8 4.71% 38.24% Comments:
42 19 11.18% 49.41%
43 12 7.06% 56.47%
44 12 7.06% 63.53%
45 12 7.06% 70.59%
46 12 7.06% 77.65%
47 8 4.71% 82.35%
48 8 4.71% 87.06%
49 5 2.94% 90.00%
50 7 4.12% 94.12% S
51 2 1.18% 95.29%
52 2 1.18% 96.47%
53 1 0.59% 97.06%
54 3 1.76% 98.82%
55 1 0.59% 99.41%
56 0 0.00% 99.41%
57 0 0.00% 99.41%
58 0 0.00% 99.41%
59 0 0.00% 99.41%
60 1 0.59% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
Total: 170 100%
spd_form.xls
1:40-2:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
351
CITY OF OXNARD 125

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 2:05-2:25PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 35 To 44 Justification
Percentage of Vehicles in Pace 80.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 11
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 0.42
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 36899
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3405
Vertical/Horizontal Alignment None
Road Width 90'-85'
Parking Restriction No parking
No. Lanes and Median 2/SB, 3-2/NB, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class III
Crosswalks/Type
Adjacent Land use Industrial /Residential /Park
Comments Del Sol Park signal controlled crosswalk
ID:

Rose Ave Fifth St / Camino Del Sol
at La Puerta Ave
CVC 22358.6
352
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: at La Puerta Ave
Between: Fifth St / Camino Del Sol Ref. # 125
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.32
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 43
28 1 0.64% 0.64% 97th Percentile: 48
29 0 0.00% 0.64% 10 Mile Pace: 35 to 44
30 2 1.28% 1.92% % of Samples in 10-Mile Pace: 80.77%
31 1 0.64% 2.56% Comments:
32 3 1.92% 4.49%
33 4 2.56% 7.05%
34 4 2.56% 9.62%
35 9 5.77% 15.38%
36 20 12.82% 28.21%
37 10 6.41% 34.62%
38 14 8.97% 43.59%
39 21 13.46% 57.05%
40 17 10.90% 67.95% S
41 9 5.77% 73.72%
42 15 9.62% 83.33%
43 6 3.85% 87.18%
44 5 3.21% 90.38%
45 3 1.92% 92.31%
46 4 2.56% 94.87%
47 2 1.28% 96.15%
48 3 1.92% 98.08%
49 1 0.64% 98.72%
50 1 0.64% 99.36%
51 0 0.00% 99.36%
52 1 0.64% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 156 100%
spd_form.xls
2:05-2:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
353
CITY OF OXNARD 126

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 2:30-2:45PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 45 mph 85th Percentile Speed (mph) 48 Proposed Speed Zone 45 mph 10 mph Pace Speed (mph) 39 To 48 Justification
Percentage of Vehicles in Pace 77.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 29
No. with Speed violations 6
Predominant type
Collision Rate (ACC/MVM) 0.76
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 39672
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4635
Vertical/Horizontal Alignment Vertical (Cesar Chavez/McGrath) Road Width 68'-113'
Parking Restriction No parking
No. Lanes and Median 2-3/direction, Raised
Improvement (SW, C & G) C&G&SW on W/S, C&G&SW only at Cesar Chavez/Gonzales Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential /Farm Land /Hospital /Commercial Comments
ID:

Rose Ave Camino Del Sol / Gonzales Rd
500' n/o Cesar Chavez Dr
CVC 22358.6
354
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: 500' n/o Cesar Chavez Dr
Between: Camino Del Sol / Gonzales Rd Ref. # 126
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
35 2 1.18% 1.18% Hours:
36 4 2.37% 3.55% Recorder: EY
37 3 1.78% 5.33% Posted Speed: 45 mph
38 6 3.55% 8.88% Remarks:
39 15 8.88% 17.75%
40 10 5.92% 23.67%
41 12 7.10% 30.77%
42 23 13.61% 44.38% DATA ANALYSIS:
43 14 8.28% 52.66% Mean Speed: 44
44 15 8.88% 61.54% Standard Deviation: 4
45 10 5.92% 67.46% Standard error of the mean: 0.31
46 14 8.28% 75.74% 50th Percentile: 43
47 9 5.33% 81.07% 85th Percentile: 48
48 9 5.33% 86.39% 97th Percentile: 50
49 13 7.69% 94.08% 10 Mile Pace: 39 to 48
50 5 2.96% 97.04% % of Samples in 10-Mile Pace: 77.51%
51 0 0.00% 97.04% Comments:
52 1 0.59% 97.63%
53 0 0.00% 97.63%
54 1 0.59% 98.22%
55 0 0.00% 98.22%
56 0 0.00% 98.22%
57 1 0.59% 98.82%
58 0 0.00% 98.82%
59 0 0.00% 98.82%
60 1 0.59% 99.41% S
61 0 0.00% 99.41%
62 0 0.00% 99.41%
63 0 0.00% 99.41%
64 0 0.00% 99.41%
65 0 0.00% 99.41%
66 1 0.59% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
75 0 0.00% 100.00%
76 0 0.00% 100.00%
77 0 0.00% 100.00%
78 0 0.00% 100.00%
79 0 0.00% 100.00%
Total: 169 100%
spd_form.xls
2:30-2:45PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
355
CITY OF OXNARD 127

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/30/2022 Day: Wednesday Hours: 2:50-3:10PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 37 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 32 To 41 Justification
Percentage of Vehicles in Pace 85.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 26
No. with Speed violations 5
Predominant type
Collision Rate (ACC/MVM) 1.34
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 41268
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2275
Vertical/Horizontal Alignment Vertical (Lockwood /Hwy101) Road Width 107'-93'
Parking Restriction No parking
No. Lanes and Median 3/direction, Raised to painted
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Commercial
Comments
ID:

Rose Ave Gonzales Rd / Hwy 101
1000 ft E of Lockwood St
85th percentile speed
356
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: 1000 ft E of Lockwood St
Between: Gonzales Rd / Hwy 101 Ref. # 127
Cumulative Date: 3/30/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY /AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 37
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.38
26 1 0.88% 0.88% 50th Percentile: 37
27 0 0.00% 0.88% 85th Percentile: 41
28 0 0.00% 0.88% 97th Percentile: 45
29 1 0.88% 1.77% 10 Mile Pace: 32 to 41
30 2 1.77% 3.54% % of Samples in 10-Mile Pace: 84.96%
31 4 3.54% 7.08% Comments:
32 4 3.54% 10.62%
33 10 8.85% 19.47%
34 7 6.19% 25.66%
35 11 9.73% 35.40%
36 14 12.39% 47.79%
37 14 12.39% 60.18%
38 12 10.62% 70.80%
39 9 7.96% 78.76%
40 7 6.19% 84.96% S
41 8 7.08% 92.04%
42 2 1.77% 93.81%
43 3 2.65% 96.46%
44 0 0.00% 96.46%
45 2 1.77% 98.23%
46 2 1.77% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 113 100%
spd_form.xls
2:50-3:10PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
357
CITY OF OXNARD 128

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/25/2022 Day: Friday Hours: 9:15-9:50AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 81%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 7
No. with Speed violations 6
Predominant type
Collision Rate (ACC/MVM) 0.63
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 25000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2145
Vertical/Horizontal Alignment Vertical (Hwy101/Auto Center) Road Width 80'-68'
Parking Restriction No parking
No. Lanes and Median 3-2/direction, Raised
Improvement (SW, C & G) C&G&SW on E/S only
Bicycle lanes/Type Class II E/S only
Crosswalks/Type
Adjacent Land use Industrial /Residential
Comments
ID:

Rose Ave Hwy 101 / Collins St
Near Stroube St
CVC 22358.6
358
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Rose Ave
Location: Near Stroube St
Between: Hwy 101 / Collins St Ref. # 128
Cumulative Date: 3/25/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.4
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 43
28 1 1.02% 1.02% 97th Percentile: 47
29 0 0.00% 1.02% 10 Mile Pace: 33 to 42
30 0 0.00% 1.02% % of Samples in 10-Mile Pace: 80.61%
31 0 0.00% 1.02% Comments:
32 0 0.00% 1.02%
33 7 7.14% 8.16%
34 5 5.10% 13.27%
35 2 2.04% 15.31%
36 8 8.16% 23.47%
37 7 7.14% 30.61%
38 13 13.27% 43.88%
39 11 11.22% 55.10%
40 10 10.20% 65.31% S
41 6 6.12% 71.43%
42 10 10.20% 81.63%
43 6 6.12% 87.76%
44 0 0.00% 87.76%
45 2 2.04% 89.80%
46 5 5.10% 94.90%
47 4 4.08% 98.98%
48 0 0.00% 98.98%
49 0 0.00% 98.98%
50 0 0.00% 98.98%
51 0 0.00% 98.98%
52 1 1.02% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 98 100%
spd_form.xls
9:15-9:50AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
359
CITY OF OXNARD 129

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 2:55-3:25PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 41 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 36 To 45 Justification
Percentage of Vehicles in Pace 76.6%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 3
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.49
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 11189
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2645
Vertical/Horizontal Alignment None
Road Width 83'
Parking Restriction None
No. Lanes and Median 2/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Residential
Comments
ID:

Saviers Rd Hueneme Rd / Pleasant Valley Rd
at Clara St
CVD 22358.8 (a), keep existing speed limit
360
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Saviers Rd
Location: at Clara St
Between: Hueneme Rd / Pleasant Valley Rd Ref. # 129
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 41
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.34
26 0 0.00% 0.00% 50th Percentile: 41
27 0 0.00% 0.00% 85th Percentile: 45
28 0 0.00% 0.00% 97th Percentile: 49
29 0 0.00% 0.00% 10 Mile Pace: 36 to 45
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.64%
31 0 0.00% 0.00% Comments:
32 1 0.73% 0.73%
33 2 1.46% 2.19%
34 3 2.19% 4.38%
35 6 4.38% 8.76%
36 10 7.30% 16.06%
37 6 4.38% 20.44%
38 14 10.22% 30.66%
39 13 9.49% 40.15%
40 11 8.03% 48.18% S
41 11 8.03% 56.20%
42 20 14.60% 70.80%
43 7 5.11% 75.91%
44 5 3.65% 79.56%
45 8 5.84% 85.40%
46 7 5.11% 90.51%
47 4 2.92% 93.43%
48 1 0.73% 94.16%
49 4 2.92% 97.08%
50 1 0.73% 97.81%
51 1 0.73% 98.54%
52 1 0.73% 99.27%
53 0 0.00% 99.27%
54 1 0.73% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 137 100%
spd_form.xls
2:55-3:25PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
361
CITY OF OXNARD 130

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 3:30-4:00PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 35 To 44 Justification
Percentage of Vehicles in Pace 85%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 13
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 2.44
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 11189
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2295
Vertical/Horizontal Alignment None
Road Width 87'
Parking Restriction Yes
No. Lanes and Median 2/SB, 2-3/NB, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II, Class 1 N of Dollie
Crosswalks/Type
Adjacent Land use Residential
Comments RRFB controlled crosswalk on Dollie
ID:

Saviers Rd Pleasant Valley Rd / Bard Rd
at Dollie St
CVC 22358.6, high collision rate
362
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Saviers Rd
Location: at Dollie St
Between: Pleasant Valley Rd / Bard Rd Ref. # 130
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 39
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.33
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 43
28 0 0.00% 0.00% 97th Percentile: 47
29 2 1.39% 1.39% 10 Mile Pace: 35 to 44
30 1 0.69% 2.08% % of Samples in 10-Mile Pace: 85.42%
31 2 1.39% 3.47% Comments:
32 0 0.00% 3.47%
33 4 2.78% 6.25%
34 1 0.69% 6.94%
35 5 3.47% 10.42%
36 8 5.56% 15.97%
37 11 7.64% 23.61%
38 17 11.81% 35.42%
39 30 20.83% 56.25%
40 14 9.72% 65.97% S
41 10 6.94% 72.92%
42 16 11.11% 84.03%
43 6 4.17% 88.19%
44 6 4.17% 92.36%
45 5 3.47% 95.83%
46 1 0.69% 96.53%
47 1 0.69% 97.22%
48 0 0.00% 97.22%
49 2 1.39% 98.61%
50 1 0.69% 99.31%
51 0 0.00% 99.31%
52 0 0.00% 99.31%
53 0 0.00% 99.31%
54 1 0.69% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 144 100%
spd_form.xls
3:30-4:00PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
363
CITY OF OXNARD 131

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 2:45-3:05PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 41 Proposed Speed Zone 40 noh 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 91.0%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 23
No. with Speed violations 1
Predominant type
Collision Rate (ACC/MVM) 0.89
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 27617
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 4535
Vertical/Horizontal Alignment None
Road Width 87'
Parking Restriction No parking
No. Lanes and Median 3/direction, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class I
Crosswalks/Type
Adjacent Land use Residential /Commercial
Comments
ID:

Saviers Rd Bard Rd / Channel Islands Blvd
at Yucca St
85th percentile speed
364
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Saviers Rd
Location: at Yucca St
Between: Bard Rd / Channel Islands Blvd Ref. # 131
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.24
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 41
28 1 0.65% 0.65% 97th Percentile: 46
29 2 1.29% 1.94% 10 Mile Pace: 33 to 42
30 0 0.00% 1.94% % of Samples in 10-Mile Pace: 90.97%
31 0 0.00% 1.94% Comments:
32 0 0.00% 1.94%
33 9 5.81% 7.74%
34 8 5.16% 12.90%
35 8 5.16% 18.06%
36 23 14.84% 32.90%
37 24 15.48% 48.39%
38 11 7.10% 55.48%
39 22 14.19% 69.68%
40 18 11.61% 81.29% S
41 7 4.52% 85.81%
42 11 7.10% 92.90%
43 3 1.94% 94.84%
44 1 0.65% 95.48%
45 1 0.65% 96.13%
46 3 1.94% 98.06%
47 0 0.00% 98.06%
48 0 0.00% 98.06%
49 2 1.29% 99.35%
50 1 0.65% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 155 100%
spd_form.xls
2:45-3:05PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
365
CITY OF OXNARD 132

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 2:25-2:40PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 38 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 42 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 81.8%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 24
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 1.33
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 25545
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3405
Vertical/Horizontal Alignment None
Road Width 83'
Parking Restriction No parking
No. Lanes and Median 3/SB, 3-2/NB, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class I
Crosswalks/Type
Adjacent Land use Residential /Commercial /High School
Comments Santa Clara high School signal controlled crosswalk ID:

Saviers Rd Channel Islands Blvd / Elm St
at Laurel Rd
85th percentile speed
366
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Saviers Rd
Location: at Laurel Rd
Between: Channel Islands Blvd / Elm St Ref. # 132
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 38
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.33
26 0 0.00% 0.00% 50th Percentile: 38
27 0 0.00% 0.00% 85th Percentile: 42
28 0 0.00% 0.00% 97th Percentile: 46
29 2 1.35% 1.35% 10 Mile Pace: 33 to 42
30 0 0.00% 1.35% % of Samples in 10-Mile Pace: 81.76%
31 3 2.03% 3.38% Comments:
32 3 2.03% 5.41%
33 10 6.76% 12.16%
34 5 3.38% 15.54%
35 8 5.41% 20.95%
36 19 12.84% 33.78%
37 14 9.46% 43.24%
38 12 8.11% 51.35%
39 14 9.46% 60.81%
40 18 12.16% 72.97% S
41 9 6.08% 79.05%
42 12 8.11% 87.16%
43 7 4.73% 91.89%
44 1 0.68% 92.57%
45 3 2.03% 94.59%
46 4 2.70% 97.30%
47 2 1.35% 98.65%
48 1 0.68% 99.32%
49 0 0.00% 99.32%
50 1 0.68% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 148 100%
spd_form.xls
2:25-2:40PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
367
CITY OF OXNARD 133

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 2:30-2:50PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 39 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 43 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 35 To 44 Justification
Percentage of Vehicles in Pace 83.1%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 8
No. with Speed violations 4
Predominant type
Collision Rate (ACC/MVM) 0.57
Expected Collision Rate (ACC/MVM) 1.00

TRAFFIC FACTORS
Average Daily Traffic 25545
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2635
Vertical/Horizontal Alignment None
Road Width 83'
Parking Restriction No parking W/S, Yes E/S
No. Lanes and Median 3/SB, 2/NB, Raised
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class I SB, Class II NB
Crosswalks/Type
Adjacent Land use Residential /Commercial
Comments
ID:

Saviers Rd Elm St / Wooley Rd
200 ft S of Birch St
CVC 22358.6
368
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Saviers Rd
Location: 200 ft S of Birch St
Between: Elm St / Wooley Rd Ref. # 133
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 40
24 0 0.00% 0.00% Standard Deviation: 4
25 0 0.00% 0.00% Standard error of the mean: 0.3
26 0 0.00% 0.00% 50th Percentile: 39
27 0 0.00% 0.00% 85th Percentile: 43
28 0 0.00% 0.00% 97th Percentile: 47
29 0 0.00% 0.00% 10 Mile Pace: 35 to 44
30 0 0.00% 0.00% % of Samples in 10-Mile Pace: 83.06%
31 1 0.55% 0.55% Comments:
32 0 0.00% 0.55%
33 7 3.83% 4.37%
34 5 2.73% 7.10%
35 8 4.37% 11.48%
36 8 4.37% 15.85%
37 14 7.65% 23.50%
38 16 8.74% 32.24%
39 36 19.67% 51.91%
40 17 9.29% 61.20% S
41 14 7.65% 68.85%
42 18 9.84% 78.69%
43 13 7.10% 85.79%
44 8 4.37% 90.16%
45 7 3.83% 93.99%
46 3 1.64% 95.63%
47 3 1.64% 97.27%
48 2 1.09% 98.36%
49 2 1.09% 99.45%
50 0 0.00% 99.45%
51 1 0.55% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 183 100%
spd_form.xls
2:30-2:50PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35
40Frequency
Spot Speed, mph
Frequency Distribution
369
CITY OF OXNARD 134

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 3/14/2022 Day: Monday Hours: 12:20-12:50P 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 34 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 38 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 29 To 38 Justification
Percentage of Vehicles in Pace 88.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.89
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal /Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2175
Vertical/Horizontal Alignment Horizontal ( Ventura /K St) Road Width 75'-50'
Parking Restriction No parking
No. Lanes and Median 1/direction, Raised, TWLT, Painted Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Residential /Commercial/ Farm Land
Comments
ID:

Second St H St / Ventura Rd
200 ft at K Street
CVC 22358.6, high collision rate
370
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Second St
Location: 200 ft at K Street
Between: H St / Ventura Rd Ref. # 134
Cumulative Date: 3/14/2022 Day: Monday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 34
24 0 0.00% 0.00% Standard Deviation: 3
25 0 0.00% 0.00% Standard error of the mean: 0.25
26 1 0.69% 0.69% 50th Percentile: 34
27 2 1.39% 2.08% 85th Percentile: 38
28 1 0.69% 2.78% 97th Percentile: 40
29 9 6.25% 9.03% 10 Mile Pace: 29 to 38
30 8 5.56% 14.58% % of Samples in 10-Mile Pace: 88.19%
31 10 6.94% 21.53% Comments:
32 7 4.86% 26.39%
33 20 13.89% 40.28%
34 20 13.89% 54.17%
35 18 12.50% 66.67%
36 20 13.89% 80.56%
37 5 3.47% 84.03%
38 10 6.94% 90.97%
39 6 4.17% 95.14%
40 3 2.08% 97.22% S
41 3 2.08% 99.31%
42 1 0.69% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 144 100%
spd_form.xls
12:20-12:50P
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
371
CITY OF OXNARD 135

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/22/2022 Day: Friday Hours: 2:00-2:20PM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 36 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 40 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 33 To 42 Justification
Percentage of Vehicles in Pace 76.9%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2425
Vertical/Horizontal Alignment Horizontal (Sunkist /Oxnard) Road Width 40'
Parking Restriction No parking
No. Lanes and Median 1/direction
Improvement (SW, C & G) Yes
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Industrial /Commercial
Comments
ID:

Statham Blvd Channel Islands Blvd / Oxnard Blvd
700 ft N of Channel Islands Blvd
85th percentile speed
372
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Statham Blvd
Location: 700 ft N of Channel Islands Blvd
Between: Channel Islands Blvd / Oxnard Blvd Ref. # 135
Cumulative Date: 4/22/2022 Day: Friday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY/AY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 36
24 0 0.00% 0.00% Standard Deviation: 4
25 2 1.54% 1.54% Standard error of the mean: 0.35
26 1 0.77% 2.31% 50th Percentile: 36
27 0 0.00% 2.31% 85th Percentile: 40
28 2 1.54% 3.85% 97th Percentile: 44
29 2 1.54% 5.38% 10 Mile Pace: 33 to 42
30 5 3.85% 9.23% % of Samples in 10-Mile Pace: 76.92%
31 5 3.85% 13.08% Comments:
32 4 3.08% 16.15%
33 12 9.23% 25.38%
34 9 6.92% 32.31%
35 11 8.46% 40.77%
36 23 17.69% 58.46%
37 10 7.69% 66.15%
38 13 10.00% 76.15%
39 7 5.38% 81.54%
40 5 3.85% 85.38% S
41 5 3.85% 89.23%
42 5 3.85% 93.08%
43 5 3.85% 96.92%
44 2 1.54% 98.46%
45 0 0.00% 98.46%
46 1 0.77% 99.23%
47 0 0.00% 99.23%
48 1 0.77% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 130 100%
spd_form.xls
2:00-2:20PM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
373
CITY OF OXNARD 136

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 10:40-11:10AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 40 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone 40 mph 10 mph Pace Speed (mph) 36 To 45 Justification
Percentage of Vehicles in Pace 78.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 2
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.42
Expected Collision Rate (ACC/MVM) 1.17

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3295
Vertical/Horizontal Alignment Horizontal (Candelaria /Rice) Road Width 49'-63'
Parking Restriction No parking
No. Lanes and Median 1-2/direction, TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments Traffic signal on Rice Ave
ID:

Sturgis Rd Lombard St / Elevard St
E of Rice Ave
CVC 22358.8 (a), railroad crossing, keep
existing speed limit
374
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Sturgis Rd
Location: E of Rice Ave
Between: Lombard St / Elevard St Ref. # 136
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 40
24 0 0.00% 0.00% Standard Deviation: 4
25 1 0.54% 0.54% Standard error of the mean: 0.29
26 0 0.00% 0.54% 50th Percentile: 40
27 0 0.00% 0.54% 85th Percentile: 45
28 1 0.54% 1.08% 97th Percentile: 50
29 2 1.08% 2.15% 10 Mile Pace: 36 to 45
30 0 0.00% 2.15% % of Samples in 10-Mile Pace: 78.49%
31 2 1.08% 3.23% Comments:
32 2 1.08% 4.30%
33 4 2.15% 6.45%
34 3 1.61% 8.06%
35 2 1.08% 9.14%
36 11 5.91% 15.05%
37 14 7.53% 22.58%
38 9 4.84% 27.42%
39 36 19.35% 46.77%
40 16 8.60% 55.38% S
41 17 9.14% 64.52%
42 23 12.37% 76.88%
43 5 2.69% 79.57%
44 7 3.76% 83.33%
45 8 4.30% 87.63%
46 10 5.38% 93.01%
47 3 1.61% 94.62%
48 3 1.61% 96.24%
49 1 0.54% 96.77%
50 1 0.54% 97.31%
51 2 1.08% 98.39%
52 1 0.54% 98.92%
53 2 1.08% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 186 100%
spd_form.xls
10:40-11:10AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35
40Frequency
Spot Speed, mph
Frequency Distribution
375
CITY OF OXNARD 137

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/19/2022 Day: Tuesday Hours: 11:15-11:45AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 41 Existing Speed Zone 40 mph 85th Percentile Speed (mph) 45 Proposed Speed Zone
10 mph Pace Speed (mph) 36 To 45 Justification
Percentage of Vehicles in Pace 75.2%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 0
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.00
Expected Collision Rate (ACC/MVM) 0.90

TRAFFIC FACTORS
Average Daily Traffic 7000
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3265
Vertical/Horizontal Alignment None
Road Width 63'
Parking Restriction No parking
No. Lanes and Median 2/direction, TWLT
Improvement (SW, C & G) Yes
Bicycle lanes/Type Class II
Crosswalks/Type
Adjacent Land use Industrial
Comments RR crossing between Kinetic /Del Norte
ID:

Sturgis Rd Elevard St / Del Norte Bl
W of Kinetic Dr
CVC 22358.8 (a), railroad crossing, keep
existing speed limit
376
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Sturgis Rd
Location: W of Kinetic Dr
Between: Elevard St / Del Norte Bl Ref. # 137
Cumulative Date: 4/19/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 40 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 40
24 0 0.00% 0.00% Standard Deviation: 5
25 0 0.00% 0.00% Standard error of the mean: 0.43
26 0 0.00% 0.00% 50th Percentile: 41
27 0 0.00% 0.00% 85th Percentile: 45
28 1 0.75% 0.75% 97th Percentile: 49
29 1 0.75% 1.50% 10 Mile Pace: 36 to 45
30 0 0.00% 1.50% % of Samples in 10-Mile Pace: 75.19%
31 2 1.50% 3.01% Comments:
32 0 0.00% 3.01%
33 6 4.51% 7.52%
34 3 2.26% 9.77%
35 4 3.01% 12.78%
36 13 9.77% 22.56%
37 8 6.02% 28.57%
38 11 8.27% 36.84%
39 12 9.02% 45.86%
40 5 3.76% 49.62% S
41 16 12.03% 61.65%
42 8 6.02% 67.67%
43 10 7.52% 75.19%
44 7 5.26% 80.45%
45 10 7.52% 87.97%
46 4 3.01% 90.98%
47 4 3.01% 93.98%
48 4 3.01% 96.99%
49 1 0.75% 97.74%
50 1 0.75% 98.50%
51 1 0.75% 99.25%
52 0 0.00% 99.25%
53 0 0.00% 99.25%
54 1 0.75% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
Total: 133 100%
spd_form.xls
11:15-11:45AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
377
CITY OF OXNARD 138

ENGINEERING AND TRAFFIC SURVEY
Street: From/To:

Survey date: 4/26/2022 Day: Tuesday Hours: 10:15-11:15AM 0 0 Location of survey:

SPEED DATA
50th Percentile Speed (mph) 43 Existing Speed Zone 35 mph 85th Percentile Speed (mph) 49 Proposed Speed Zone 35 mph 10 mph Pace Speed (mph) 38 To 47 Justification
Percentage of Vehicles in Pace 62.5%
COLLISION HISTORY (2017-2019)
Number of Years 3 years
Total Collisions (Midblock) 1
No. with Speed violations 0
Predominant type
Collision Rate (ACC/MVM) 0.24
Expected Collision Rate (ACC/MVM) 0.82

TRAFFIC FACTORS
Average Daily Traffic 5000
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 3955
Vertical/Horizontal Alignment None
Road Width 23'
Parking Restriction None
No. Lanes and Median 1/direction
Improvement (SW, C & G) None
Bicycle lanes/Type None
Crosswalks/Type
Adjacent Land use Farm Land
Comments
ID:

Teal Club Rd Victoria Ave / Patterson Rd
1700' e/o Victoria Blvd
CVC 22358.8 (a), no shoulder/open ditch,
keep existing speed limit
378
CITY OF OXNARD - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Teal Club Rd
Location: 1700' e/o Victoria Blvd
Between: Victoria Ave / Patterson Rd Ref. # 138
Cumulative Date: 4/26/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
15 0 0.00% 0.00% Hours:
16 0 0.00% 0.00% Recorder: EY
17 0 0.00% 0.00% Posted Speed: 35 mph
18 0 0.00% 0.00% Remarks:
19 0 0.00% 0.00%
20 0 0.00% 0.00%
21 0 0.00% 0.00%
22 0 0.00% 0.00% DATA ANALYSIS:
23 0 0.00% 0.00% Mean Speed: 43
24 0 0.00% 0.00% Standard Deviation: 6
25 0 0.00% 0.00% Standard error of the mean: 0.71
26 1 1.39% 1.39% 50th Percentile: 43
27 0 0.00% 1.39% 85th Percentile: 49
28 0 0.00% 1.39% 97th Percentile: 54
29 1 1.39% 2.78% 10 Mile Pace: 38 to 47
30 0 0.00% 2.78% % of Samples in 10-Mile Pace: 62.50%
31 2 2.78% 5.56% Comments:
32 1 1.39% 6.94%
33 1 1.39% 8.33%
34 1 1.39% 9.72%
35 0 0.00% 9.72%
36 2 2.78% 12.50%
37 1 1.39% 13.89%
38 4 5.56% 19.44%
39 8 11.11% 30.56%
40 4 5.56% 36.11% S
41 2 2.78% 38.89%
42 5 6.94% 45.83%
43 4 5.56% 51.39%
44 2 2.78% 54.17%
45 4 5.56% 59.72%
46 6 8.33% 68.06%
47 6 8.33% 76.39%
48 3 4.17% 80.56%
49 6 8.33% 88.89%
50 1 1.39% 90.28%
51 1 1.39% 91.67%
52 1 1.39% 93.06%
53 1 1.39% 94.44%
54 2 2.78% 97.22%
55 0 0.00% 97.22%
56 0 0.00% 97.22%
57 0 0.00% 97.22%
58 2 2.78% 100.00%
59 0 0.00% 100.00%
Total: 72 100%
spd_form.xls
10:15-11:15AM
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
379
CITY OF OXNARD 139

Oxnard City CouncilDecember 20, 2022

Oxnard City Council
December 20, 2022