Public Works & Transportation Committee
October 11, 2022

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: (Presentation / Committee Discussion / Public Comment) AGENDA

OXNARD CITY COUNCIL

PUBLIC WORKS AND TRANSPORTATION COMMITTEE
Council Chambers, 305 West Third Street
October 11, 2022
Regular Meeting - 8:30 to 10:00 PM

Zoom details to call-in for public comment during a meeting:

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

2. Enter Meeting ID: 816 6504 3622

3. Passcode:169666

If you wish to speak during public comments or a particular item on the agenda, please sign-on by following the zoom calling 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.

3. PROVIDING PUBLIC COMMENTS REMOTELY DURING THE MEETING

1 OXNARD CITY COUNCIL: PUBLIC WORKS AND TRANSPORTATION COMMITTEE October 11, 2022 - Page 2
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, FLAG SALUTE

B. 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 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.

C. CONSENT AGENDA

1. City Clerk Department
SUBJECT: Approval of Minutes.

RECOMMENDATION: That the Public Works & Transportation Committee approve the minutes of the September 17, 2022 special meeting and the September 27, 2022 regular meeting as presented.

Contact: Rose Chaparro, (805) 385-7805
D. REPORTS

1. Public Works Department
SUBJECT: Amendment to Trade Services Agreement A-8171 with Garcia’s Landscaping Maintenance Inc. for Landscape and Ballfield Maintenance in Riverpark CFD 5. (0/10/10)

RECOMMENDATION: That the Public Works and Transportation Committee recommend that the City Council approve and authorize the Mayor to execute the First Amendment to Trade Services Agreement No. A-8171 with Garcia’s Landscaping Maintenance, Inc. to increase the not to exceed amount from $3,120,435 to $4,300,607 and to extend the term from November 5, 2022 to November 5, 2023 for the performance of Landscape and Ballfield Maintenance in Riverpark CFD 5.

2 OXNARD CITY COUNCIL: PUBLIC WORKS AND TRANSPORTATION COMMITTEE October 11, 2022 - Page 3
Please click the following link to view the required Measure M pre-recorded presentation video:
https://youtu.be/5iUEh_whZnY
Contact: Michael Wolfe, (805) 385-8055

2. Public Works Department
SUBJECT: Recommended Speed Limits-2022 Engineering and Traffic Survey Results and Amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code. (10/10/5)

RECOMMENDATION: That the Public Works and Transportation Committee:

1. Receive and comment on the 2022 speed limit survey results on 49 streets (175 roadway segments) in the City of Oxnard;

2. Recommend the survey results be presented to the City Council for their review and comments; and

3. Recommend that the City Council approve introduction of the 2022 Speed Limit Ordinance at the November 1, 2022 Council Meeting, and first reading by title only waiving further reading of the ordinance amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code.

(Presentation will be live upon consultant's request.)
Contact: Michael Wolfe, (805) 385-8055
E. ITEMS FOR FUTURE AGENDAS

F. ADJOURNMENT

3 PUBLIC WORKS AND TRANSPORTATION COMMITTEE

AGENDA REPORT

CONSENT AGENDA
AGENDA ITEM NO. C.1

DATE: October 11, 2022

TO: Public Works and Transportation Committee

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

SUBJECT: Approval of Minutes.

RECOMMENDATION

That the Public Works & Transportation Committee approve the minutes of the September 17, 2022 special meeting and the September 27, 2022 regular meeting as presented.

BACKGROUND

Approval of Minutes.

STRATEGIC PRIORITIES

This agenda item is a routine operational item.

FINANCIAL IMPACT

There is no financial impact.

Prepared by: Rose Chaparro, City Clerk

ATTACHMENTS

1. MINUTES 09 17 2022 Public Works & Transportation Special Meeting

2. MINUTES 09 27 2022 Public Works & Transportation
4 MINUTES

OXNARD CITY COUNCIL

PUBLIC WORKS AND TRANSPORTATION COMMITTEE
Special Meeting
September 17, 2022

A. ROLL CALL, POSTING OF AGENDA, FLAG SALUTE
At 10:03 a.m., Chair Bert E. Perello called to order the special meeting of the Oxnard City Council Public Works & Transportation Committee in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. The Assistant City Clerk called the roll and announced the posting of the agenda. Member Vianey Lopez, Member John C. Zaragoza, and Chair Bert E. Perello were present in person.

Staff members Alexander Nguyen, City Manager; Michelle (Elle) McCarron, Assistant City Attorney; Michael Wolfe, Public W orks Director; Steve Howlett, Assistant Public Works Director; Stephen McNaughten, Fire Marshal; Jason Benites, Police Chief; Jose Diaz, Police Sergeant; and Dee Lai, Assistant City Clerk were present in person.

Alexander Hamilton, Fire Chief participated via videoconference.

B. REPORTS

1. Public Works Department SUBJECT: Proposed Speed Hump Program. (15/15/15)

RECOMMENDATION: That the Public Works and Transportation Committee receive and comment on the proposed speed hump program and recommend the proposed program be presented to the City Council for their comments and approval.

Public comments were received from:

1. Tony Hernandez

2. Reylene Ontiveros

3. Sandy Diaz

4. Cyndi Hooksthra

5. Miguel Fernandez

6. Steve Nash

7. Bryan Toledaro

Public written comments were received from:

1. Felipe Castillo

2. Rachel Brown

3. Liana Campos

4. Chris Holden

5. Laura Araujo

6. Faviola Navarro

7. Marcus Weise

8. Debbie S. & Alice T.

9. MJ C

10. Christian Willis

11. Diana Cortez
5 SEPTEMBER 17, 2022 OXNARD CITY COUNCIL PAGE 2

PUBLIC WORKS & TRANSPORTATION COMMITTEE

SPECIAL MEETING

12. Sergio Garcia

13. Heather D’Anna

14. Patty Salazar

15. Eric Andrist

Written comments were provided to the Committee members prior to the meeting.

Michael Wolfe, Public Works Director; Jason Benites, Police Chief; Jose Diaz, Police Sergeant; and Stephen McNaughten, Fire Marshall answered the Committee’s questions. Discussion ensued among the Committee and staff.

It was moved by Member Zaragoza, seconded by Chai r Perello, to approve the recommended action as presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

C. ITEMS FOR FUTURE AGENDAS
Chair Perello commented on the following topics for future agendas:

1. Public restrooms

2. Downtown traffic study

D. ADJOURNMENT
There being no further business on the agenda, and without objection, Chair Perello adjourned the meeting at 11:54 a.m.

ROSE CHAPARRO BERT E. PERELLO
City Clerk Chair

6 MINUTES

OXNARD CITY COUNCIL

PUBLIC WORKS & TRANSPORTATION COMMITTEE
Regular Meeting
September 27, 2022

A. ROLL CALL, POSTING OF AGENDA, FLAG SALUTE
At 8:3 0 p.m., Chair Bert E. Perello called to order the regular meeting of the Oxnard City Council Public Works & Transportation Committee in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. The City Clerk called the roll and announced the posting of the agenda. Member Vianey Lopez, Member John C. Zaragoza, and Chair Bert E. Perello were present in person.

Staff members Alexander Nguyen, City Manager; Ashley Golden, Assistant City Manager; Michelle (Elle) McCarron, Assistant City Attorney; Michael Wolfe, Public Works Director; Brian Yanez, Assistant Public Works Director; Steve Howlett, Assistant Public Works Director; Joseph Marcinko, Assistant Public Works Director; Tatiana B. Arnaout, P.E., City Engineer; Jose Arreola, Fleet Services Manager; Philip Schwieder, Streets Division Manager; Jeff Pengilley, Community Development Assistant Director; Kathleen Mallory, Planning & Sustainability Manager; and Rose Chaparro, City Clerk were also present in person.

Eric L. Storrie, Special Districts Manager, participated via videoconference.

Jeff C. Caton, Brian Schuster, and Shannon Wages wi th Environmental Science Associates (ESA) also
participated via videoconference.

B. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA

Public comments were received from Steve Nash, Planning Commissioner, congratulated Oxnard Councilmember Vianey Lopez on being appointed by Governor Gavin Newsom to the Ventura County Board of Supervisors, as District 5 County Supervisor, to fill the vacancy created by the passing of Supervisor Carmen Ramirez.

C. CONSENT AGENDA

1. City Clerk Department SUBJECT: Approval of Minutes.

RECOMMENDATION: That the Public Works & Transportation Committee approve the minutes of the September 13, 2022 regular meeting as presented.

It was moved by Member Lopez, seconded by Chair Perello, to approve t he meeting minutes as presented.

VOTE: Lopez, Perello, and Zaragoza voted in favor, the motion carried 3-0.

D. REPORTS

1. Public Works Department
SUBJECT: Agreement A-8493 with BPR, Inc. for On-Call Sidewalk, Curb and Gutter, and Spandrel Grinding Services Project, Specification No. PW 22-130. (0/5/5) RECOMMENDATION: That the Public Works and Transportation Committee recommend that the City Council approve and authorize Agreement A-8493 with BPR, Inc. for a total amount not 7 SEPTEMBER 27, 2022 OXNARD CITY COUNCIL PAGE 2

PUBLIC WORKS & TRANSPORTATION COMMITTEE

to exceed $800,000 for a three year term for the On-call Sidewalk, Curb and Gutter and Spandrel Grinding Services Project, Specification No. PW 22-130 (Project No. MO3102).

Michael Wolfe, Public Works Director ; Brian Yanez, Assistant Public Works Dir ector; and Philip Schwieder, Streets Division Manager presented and answered the Committee’s questions. P ublic comments were received from Doug Partello. Discussion ensued among the Committee and staff.

It was moved by Chair Perello, seconded by Member Lopez, to approve the recommended action as presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

2. Public Works Department SUBJECT: Consideration of Naming a Sports Field at Durley Park the “Helen Lopez Field". (0/5/5)

RECOMMENDATION: That the Public Works and Transportation Committee recommend that the City Council:

1. Review and consider the request from the Sunset Little League, along with the recommendation from the Parks, Recreation, and Community Services Commission, to name a sports field at Durley Park the “Helen Lopez Field”; and

2. Direct staff to install appropriate signage to effectuate the naming, should it be approved, taking into consideration upcoming park improvements.

Steve Howl ett, Assistant Public Works Director , presented and answered the Committee’s questions.

Public comments were received from Doug Partello. Discussion ensued among the Committee and staff.

It was moved by Member Zaragoza, seconded by Member Lopez, to approve the recommended action as
presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

3. Public Works Department
SUBJECT: Amend Department-Wide Blanket Purchase Orders for a Not to Exceed (NTE) Amount Greater than $200,000 Each. (0/5/5)

RECOMMENDATION: That the Public Works and Transportation Committee recommended that the City Council approve and authorize the Purchasing Agent to amend the following:

1. Purchase Order #8797 with Consolidated Electrical Dis tributors for an additional $100,000 for a new not to exceed amount of $300,000 through June 30, 2023;

2. Purchase Order #8831 with Napa dba Ventura County Auto Supply for an additional $200,000 for a new not to exceed amount of $400,000 through June 30, 2023;

3. Purchase Order #8841 with Ferguson Enterprise, LLC for an additional $150,000 for a new not to exceed amount of $350,000 through June 30, 2023;

4. Purchase Order #8842 with Famcon Pipe & Supply Inc. for an additional $400,000 for a new not to exceed amount of $600,000 through June 30, 2023; and

5. Purchase Order #8859 with O’Reilly Auto Parts for an additional $100,000 for a new not to exceed amount of $300,000 through June 30, 2023.

Michael Wolfe, Public Works Director ; Joseph Marcinko, Assistant Public Works Director ; and Jose Arreola, Fleet Services Manager presented and answered the Committee’s questions. No public comments were received. Discussion ensued among the Committee and staff. 8 SEPTEMBER 27, 2022 OXNARD CITY COUNCIL PAGE 3

PUBLIC WORKS & TRANSPORTATION COMMITTEE

It was moved by Member Zaragoza, seconded by Member Lopez , to approve the recommended action as presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

At 9:58 p.m., the Committee v oted to continue the meeting past 10:00 p.m., and take action on the remainder of the items on the agenda.

It was moved by Mayor Pro Tem MacDonald, seconded by Chair Perello , to approve the recommended action as presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

4. Community Development Department
SUBJECT: Climate Action and Adaptation Plan and an Addendum to the 2030 General Plan Program Environmental Impact Report (PEIR; SCH # 2007041024). (15/10/10)

RECOMMENDATION: That the Public Works & Transportation Committee:

1. Receive a presentation on the City’s Draft Climate Action and Adaptation Plan (CAAP);

2. Receive public comments on the Draft CAAP document;

3. Provide recommendations on Planning Commission and Staffs recommended edits ; and

4. Provide feedback on the Draft CAAP document.
(Live presentation by Jeff Caton and Shannon Wages, Environmental Science Associates.) Kathleen Mallory, Planning & Sustainability Manager introduced Jeff Pengilley, Community Development Assistant Director and Building Official; Jeff C. Caton, Brian Schuster , and Shannon Wages with Environmental Science Associates (ESA) who presented and answered the Committee’s questions. Michael Wolfe, Public Works Director was also available to answer questions. Public comments were received from Steve Nash. Discussion ensued among the Committee and staff.

It was moved by Member Zaragoza, seconded by Member Lopez , to approve the recommended action as
presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

5. Public Works Department

SUBJECT: Memorandum of Understanding and Caltrans Cooperative Agreements for the Village Specific Plan (Wagon Wheel) Berm/Flood Protection and U.S.101 Ventura Road Off-Ramp Projects. (0/5/5)

RECOMMENDATION:

That the Public Works and Transportation Committee recommend that the City Council approve and authorize the following:

1. The Mayor to execute a Memorandum of Understanding with Oxnard CRFL Partners, LLC, for Caltrans Right of Way Improvements (Agreement No. A-8497);

2. The Mayor to execute Caltrans Cooperative Agreement 07-5237 for Berm Construction (Agreement No. A-8348); and

3. Adopt a Resolution Authorizing the Mayor to Execute forthcoming Caltrans Cooperative Agreement 07-5238 for U.S. 101 Exit 63A Off-Ramp Construction (Agreement No. A-8349).

9 SEPTEMBER 27, 2022 OXNARD CITY COUNCIL PAGE 4

PUBLIC WORKS & TRANSPORTATION COMMITTEE

Michael Wolfe, Public Works Director and Tatiana B. Arnaout, P.E., City Engineer presented and answered the Committee’s questions. No public comments were received. Discussion ensued among the Committee and staff.

It was moved by Member Lopez, seconded by Member Zaragoza, to approve the recommended action as
presented. VOTE: Lopez, Perello, and Zaragoza voted in favor; the motion carried 3-0.

E. ITEMS FOR FUTURE AGENDAS (No requests were made.)

F. ADJOURNMENT
There being no further business on the agenda, and without objection, Chair Perello adjourned the meeting at 10:50 p.m.

ROSE CHAPARRO BERT E. PERELLO
City Clerk Chair

10 PUBLIC WORKS AND TRANSPORTATION COMMITTEE

AGENDA REPORT

REPORTS
AGENDA ITEM NO. D.1

DATE: October 11, 2022

TO: Public Works and Transportation Committee

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

SUBJECT: Amendment to Trade Services Agreement A-8171 with Garcia’s Landscaping Maintenance Inc. for Landscape and Ballfield Maintenance in Riverpark CFD 5. (0/10/10)

RECOMMENDATION

That the Public Works and Transportation Committee recommend that the City Council approve and authorize the Mayor to execute the First Amendment to Trade Services Agreement No. A-8171 with Garcia’s Landscaping Maintenance, Inc. to increase the not to exceed amount from $3,120,435 to $4,300,607 and to extend the term from November 5, 2022 to November 5, 2023 for the performance of Landscape and Ballfield Maintenance in Riverpark CFD 5.

Please click the following link to view the required Measure M pre-recorded presentation video:
https://youtu.be/5iUEh_whZnY

BACKGROUND

The Riverpark Community Facilities District (CFD 5) contains landscape improvements that add value and enhance the aesthetic qualities of the District. All parcels within CFD 5 are assessed for the annual cost of maintenance within the District.

On November 6, 2019, the City and Garcia’s Landscape Maintenance, Inc. (Garcia’s) entered into the current Agreement for the landscape and ballfield maintenance in CFD 5. The Agreement contains the option to extend the term up to two years. Staff is recommending that the Agreement is extended for only one year to allow staff time to rescope a new agreement that accounts for the impacts of prolonged drought conditions and incorporates new language as recommended by the City’s legal counsel. The one year extension will also provide staff with time to prepare the next fiscal year budget that will include increases for landscape services, if necessary.

DISCUSSION

Due to cost increases over the last three years for labor, fuel, irrigation parts, and other landscaping supplies, it was deemed likely by staff that bidding a new agreement could result in a substantial increase in cost to CFD 5.

Garcia’s has been responsive to the requirements of the Agreement, as well as being responsive to specific issues brought up by the residents. It should be noted that there were five incidents within the past year that services fell short of the standards as defined in the Agreement. Garcia’s was monetarily penalized, in accordance with the terms of the Agreement, and staff believes that these issues were a result of labor shortages and had no long term implications.
11 Staff finds that the landscape in CFD 5 is in good condition and Garcia’s has been proactive in replacing plants that have died while under their care. However, with the ongoing drought and the amount of turf in CFD 5, staff anticipates that this contract will need to be amended again once the drought restrictions have ended.

There is currently enough flexibility within the language of this Agreement to ensure that Garcia’s crews are able to shift resources to services that are most needed. With this flexibility and the expected increase in cost, staff believes that extending this Agreement offers the residents of CFD 5 the most cost effective option for this fiscal year.

This Amendment extends the term for one more year ending on November 5, 2023. It also increases the annual cost by up to an additional $108,160 for weekend opening, inspecting, and closing of the restrooms. This amount also covers on-call services for trash removal and cleaning of the park reservation areas, both prior to and after each reservation. Since the number of reservations that will occur in CFD 5 are unknown, the maximum number of reservations possible was considered in order to calculate the additional not to exceed contract amount. City Corps has been providing these weekend services and for FY 2021-22 the cost was $6,680. However, City Corps is experiencing staffing issues and staff recommends that these services be provided by Garcia’s. When City Corps staff becomes available again, these services will no longer be performed by Garcia’s. These services were included in the original 2019 bid from Garcia’s, so no addition to the scope of services is required.

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 original not to exceed amount of this Agreement with Garcia’s was $3,120,435. The Amendment, as recommended by staff, will increase the total not to exceed amount to $4,300,607. This includes the 2% annual increase, as stipulated in the terms of the Agreement, with the additional not to exceed costs for weekend servicing of the restrooms, trash cans, and park bbq reservation areas.

There are sufficient funds available in the adopted CFD 5 FY 2022-23 budget (Fund# 174-1606) for the anticipated current fiscal year expenditures. Funding for the subsequent fiscal year will be requested in the FY 2023-24 recommended budget.

Prepared by: Steve Howlett, Assistant Public Works Director

ATTACHMENTS

1. First Amendment to Agreement No. A-8171

2. Agreement A-8171

3. Riverpark CFD 5 Map

4. Presentation
12 F
IRST AMENDMENT TO TRADE SERVICES AGREEMENT (V-01-17-19)) Agreement No. A-8171

FIRST AMENDMENT TO TRADE SERVICES AGREEMENT
This First Amendment (“First Amendment”) to the Landscape and Ballfield Maintenance Agreement in Riverpark CFD 5 (“Agreement”) is made and entered into in the County of Ventura, State of California, this ___ day of _______, 2022, by and between the City of Oxnard, a municipal corporation (“City”), and Garcia’s Landscaping Maintenance Inc. This First Amendment amends the Agreement entered into on November 6th, 2019 by City and Vendor.

City and Vendor agree as follows:

1. T
he date in Section 5 of the Cover Page of the Agreement is hereby amended to November 5th, 2023.”

2. T
he dollar amount in Section 6 of the Cover Page of the Agreement is hereby amended to “$4,300,607.”

3. R ef
erences to the Rates and Costs Exhibit everywhere it is listed both on the Cover Page and in the Agreement is hereby amended to the Rates and Costs Exhibit- November 2022.

The Rates and Costs Exhibit is hereby disincorporated; instead, the Rates and Costs Exhibit- November 2022 is attached hereto and incorporated herein by this reference.

4. A
s so amended, the Agreement remains in full force and effect. [
Signatures on next page]
13 Agreement No. A-8171

FIRST AMENDMENT TO TRADE SERVICES AGREEMENT (V-01-17-19))

IN WITNESS WHEREOF, the parties hereto have executed the Amendment on the date first written above.

CITY OF OXNARD GARCIA’S LANDSCAPING
AND MAINTENANCE INC.

☐ John C. Zaragoza, Mayor1 Date Pablo Garcia, President Date ☐ Alexander Nguyen, City Manager
☐ Jennifer Yates, Purchasing Manager
☐ Patricia Garcia, Buyer
Tenley Garcia, Secretary Date
ATTEST:

Rose Chaparro, City Clerk Date
(only if Mayor signs)

APPROVED AS TO FORM:

Stephen M. Fischer, City Date
Attorney (always required)

1 2

14 AGREEMENT FOR PROFESSIONAL SERVICES (V01/29/15)
3 RATES AND COSTS EXHIBIT- NOVEMBER 2022

Location Monthly Cost Contract Total
Landscaping - Year 4 (Nov 2022- Nov 5, 2023)
Riverpark CFD $ 59,959 $ 719,504
Riverpark Ballfields $ 19,102 $ 229,218
Windrow Dog Park $ 530 $ 6,365
Nature Trail $ 510 $ 6,120
Future Landscaping $ 530 $ 6,365
North Detention Basin
(Quarterly Service)
$ 2,335 $ 28,017
South Detention Basin
(Quarterly Service)
$ 5,202 $ 62,424

Weekend Staff Supplemental
(Flat rate per day for two staff 7am-4pm)
$1,040 per day

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PUBLIC WORKS AND TRANSPORTATION COMMITTEE

AGENDA REPORT

REPORTS
AGENDA ITEM NO. D.2

DATE: October 11, 2022

TO: Public Works and Transportation Committee

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

SUBJECT: Recommended Speed Limits-2022 Engineering and Traffic Survey Results and Amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code. (10/10/5)

RECOMMENDATION

That the Public Works and Transportation Committee:

1. Receive and comment on the 2022 speed limit survey results on 49 streets (175 roadway segments) in the City of Oxnard;

2. Recommend the survey results be presented to the City Council for their review and comments; and

3. Recommend that the City Council approve introduction of the 2022 Speed Limit Ordinance at the November 1, 2022 Council Meeting, and first reading by title only waiving further reading of the ordinance amending Section 8-2 of Article I of Chapter 8 of the Oxnard City Code.

(Presentation will be live upon consultant's request.)

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; 112
 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 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 113
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.

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
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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
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
115
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

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 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.

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

4. Presentation
116

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 35 117
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 35 118
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 30 119
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 50 120
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 45 121
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 122
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 123
124
125
126
127
128
129
Existing Speed vs. Proposed Speed Limit
130
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) 131
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 50 132
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
133
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
134
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
135
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
136
Spot Speed Data Calculations Summary
137
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)
138
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 30 139
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 45 140
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 50 141
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 40 142
Spot Speed Survey Study Summary
and
Survey Data Calculations
143
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
144
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
145
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
146
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
147
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
148
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
149
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
150
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
151
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
152
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
153
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
154
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
155
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
156
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
157
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
158
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
159
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
160
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
161
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
162
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
163
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
164
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
165
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
166
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
167
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
168
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
169
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
170
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
171
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
172
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
173
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
174
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
175
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
176
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
177
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
178
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
179
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
180
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
181
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
182
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
183
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
184
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
185
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
186
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
187
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
188
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
189
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
190
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
191
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
192
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
193
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
194
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
195
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
196
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
197
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
198
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
199
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
200
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
201
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
202
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
203
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
204
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
205
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
206
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
207
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
208
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
209
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
210
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
211
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
212
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
213
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
214
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
215
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
216
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
217
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
218
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
219
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
220
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
221
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
222
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
223
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
224
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
225
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
226
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
227
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
228
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
229
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
230
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
231
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
232
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
233
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
234
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
235
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
236
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
237
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
238
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
239
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
240
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
241
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
242
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
243
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
244
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
245
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
246
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
247
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
248
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
249
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
250
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
251
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
252
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
253
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
254
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
255
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
256
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
257
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
258
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
259
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
260
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
261
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
262
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
263
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
264
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
265
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
266
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
267
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
268
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
269
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
270
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
271
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
272
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
273
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
274
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
275
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
276
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
277
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
278
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
279
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
280
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
281
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
282
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
283
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
284
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
285
CITY OF OXNARD 74