Agenda packet, regular meeting — Buena Park City Council, July 22, 2025 (part 2 of 3)

PROPOSAL /
CONTRACT NO.

Date: 6/11/2025
10975
For: Project Name / Location
San Marino Park
Heroes Park
8738 Hoffman St
Buena Park, CA 90620
Riverside, CA 92513-0269
Total
The provisions set forth upon the second and third pages hereof and any other attached pages hereto are hereby incorporated in and made a part of this CONTRACT. I have been notified that I have the right to cancel within 3 days of signing this contract. IN WITNESS WHEREOF, the parties hereto have executed this CONTRACT the day and year set forth below.

Janet Bangs, Vice President
[email protected]
Date __________ Signature ____________________________________ Trueline is an approved applicator of Plexipave,
Sportmaster, Guardian Crack Repair System and
Armor Crack Repair System
Contractors's License No. 662625 (A & C32)
DIR No. 1000006579
Trueline is a member of ASBA, CPRS,

CASBO & USTA
CONTRACTOR AND OWNER AGREE AS FOLLOWS: QTY RATE TOTAL
Resurface Basketball Court (s).Power wash basketball court(s) (owner to provide water to contractor at no charge)
Patch cracks and spalls
Grind displaced areas on cracks so both sides are fairly level. We cannot guarantee against the occurrence of any new spalls or pop outs. *Note* Cracks in Concrete and Asphalt will Return. A crack can be repaired, but it might come back. Structural cracks or hairline cracks will always come back and most of the time immediately. These can be repaired temporarily, but will ultimately come back. Cracks are formed due to the movement of the slab, expanding and contracting if there is a weak point in the slab itself.

Even when the correct method of repair is done, the crack could re-appear the next day or never, as every court reacts differently in the movement of the slab itself.

Apply primer to bare areas
Apply Sportmaster black acrylic resurfacer coat, 100% latex acrylic, mixed with #60 silica to smooth out surface and provide a superior base for color Apply two coats of Sportmaster color, (two tone included. Additional fee for a third color) 100% latex acrylic, mixed with #90 silica sand for a medium speed of play Stripe to specifications
Lines to be white latex acrylic line paint unless otherwise specified.

Squeegee marks, lines or swirls are always visible in the application process, but will fade over time. Please be aware that your quote includes a total of two (2) color choice(s), not including the Bright Red or Tournament Purple. These are Premium Colors and would require an additional fee. **Does not included logo unless otherwise noted** 2 12,110.00 24,220.00
Provide and Install Perimeter Fencing ( 3 Sides only - no fencing along basketball sideline ) - 230 linear feet of 3.5 ft high chain link fence - Black - Core Drill into existing concrete slab for fence post footings. ** include One gate. Fence posts to be powder coated and green or black vinyl coated chain link mesh 1 3/4' mesh with fuse bonded 9 gauge core and 8 gauge finish to be used. Top rail and corner bracing to be 1 5/8' Posts to be 2 7/8'.

Install 9 gauge bottom tension wire.
172 47.36 8,145.92
Remove and Relocate Existing Exercise Equipment 2 1,280.00 2,560.00 Furnish and Install BARCO Backless Silhouette Bench 4 ft 2310, Surface Mount Brown 8 1,880.00 15,040.00

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PROPOSAL /
CONTRACT NO.

CASBO & USTA
CONTRACTOR AND OWNER AGREE AS FOLLOWS: QTY RATE TOTAL
Resurface Existing Pickleball Court(s) Power Wash Tennis Court (owner to provide water to contractor at no charge)
Patch cracks and spalls.

We cannot guarantee against the occurrence of any new spalls or pop outs.

Grind displaced areas on cracks so both sides are fairly level. *Note* Cracks in Concrete and Asphalt will Return. A crack can be repaired, but it might come back. Structural cracks or hairline cracks will always come back and most of the time immediately. These can be repaired temporarily, but will ultimately come back.

Cracks are formed due to the movement of the slab, expanding and contracting if there is a weak point in the slab itself. Even when the correct method of repair is done, the crack could re-appear the next day or never, as every court reacts differently in the movement of the slab itself.

Apply Sportmaster black resurfacer coat, 100% latex acrylic, mixed with #60 silica to smooth out surface and provide a superior base for color coating Apply two coats of Sportmaster color System, (two tone included) 100% latex acrylic, mixed with #90 silica sand for a medium speed of play
Stripe Play Lines, Sharp and Accurate to ASBA specs
Lines to be white Latex Acrylic line paint, unless otherwise specified.

Page 3 ends

$78,104.52
July 22, 2025

NEW BUSINESS
Item No. 5B.

City Council Agenda Report
ORDINANCE AMENDING CHAPTER 10.44 (SPECIAL SPEED ZONES) OF TITLE 10 (VEHICLES ANDTRAFFIC) OF THE BUENA PARK MUNICIPAL CODE ESTABLISHING SPEED LIMITS ON CERTAIN STREETS

PREPARED BY PRESENTED BY
Nader Alqam, Principal Engineer Nader Alqam, Principal Engineer

DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Mina Mikhael, Director of Public Works/City Engineer Aaron France, City Manager

RECOMMENDED ACTION
1) Adopt an Ordinance amending Title 10 of the Buena Park Municipal Code establishing speed limits on certainstreets.

PREVIOUS CITY COUNCIL ACTION
In 2017, the City Council adopted the current Ordinance (Ordinance No. 1637) to establish posted speed on City roadways. At that time, a Citywide Engineering and Traffic Survey (E&TS) was conducted, as required by the California Manual on Uniform Traffic Control Devices (CA MUTCD) and the California Vehicle Code (CVC).

On September 10, 2024, the City Council received a report from the Public Works Department regarding recent changes to state speed limit setting laws.The City began the process of retaining a consultant to update the E&TS in compliance with the new law.

DISCUSSION
Setting speed limits is the responsibility of state and local governments. Every state has a basic speed law that requires drivers to travel at a speed that is “reasonable and prudent” under the existing conditions. California has based its speed limits using a conventional process and practice known as the 85th percentile, based on an E&TS.

A speed survey measures drivers’ speeds and sets the speed limit to reflect the speed at which 85% of drivers are driving. This is believed to be the safest speed. As per the CVC’s Speed Trap Section 40802, this E&TS needs to be updated every five years for the Police Department to be able to enforce speeding violations by radar. The renewal period can be extended to seven or ten years if the citing officer has completed at least 24 hours of certified radar operator training and if a registered engineer confirms that no significant changes in the roadway have occurred since the last review. Given that it has been seven years since the speed limits were established in the City, and with the introduction of the new law, staff determined that it is time to re-certify the speed limits in the City.

The City retained Albert Grover & Associates to complete the E&TS based on (1) geometric and characteristic street surveillance; (2) collision rate analysis; and (3) spot speed survey. Spot speed surveys were conducted at 81 street segments to determine vehicular travel speeds and calculate statistical information such as the 85th percentile speed. Additionally, accident data from the three prior years was collected for the study segments. The data was used to calculate accident rates and considered in recommending speed limits. As a result of the updated E&TS and in alignment with recent changes to state law, a total of 21 street segments are recommended for a reduction in posted speed limits.

The E&TS recommends maintaining the existing speeds along the City roadways, except for the following streets:

Street Street Segment Recommended
Speed Limit
(mph)
Posted
Speed
Limit
(mph)
Reduction
(mph)
Artesia BoulevardBetween West City Limits and Knott Avenue 40 45 -5 Artesia BoulevardBetween Knott Avenue and Beach
Boulevard
35 40 -5
Artesia BoulevardBetween Beach Boulevard and East City
Limits
35 40 -5
Auto Center DriveBetween CarMax Roundabout and Western
Avenue
25 30 -5
Beach BoulevardBetween Ninth Street and SR-91 FWY35 40 -5 Beach BoulevardBetween SR-91 FWY and Medieval Times 35 40 -5 Beach BoulevardBetween Medieval Times and La Palma
Avenue
35 40 -5
Beach BoulevardBetween La Palma Avenue and Crescent
Avenue
40 45 -5
Beach BoulevardBetween Crescent Avenue and South City
Limits
40 45 -5
Firestone BoulevardBetween Artesia Boulevard and Knott
Avenue
30 40 -10
Holder StreetBetween Ball Road and Orange Avenue 35 40 -5 Holder Street Between Orange Avenue and Lincoln
Avenue
35 40 -5
Knott Avenue Between La Palma Avenue and
Orangethorpe Avenue
40 45 -5
Knott Avenue Between Orangethorpe Avenue and Artesia
Boulevard
40 45 -5
Knott Avenue Between Firestone Boulevard and North City Limits
40 45 -5
La Mirada BoulevardBetween West City Limits and Beach
Boulevard
40 45 -5
Orangethorpe AvenueBetween Knott Avenue and Western Avenue 40 45 -5 Orangethorpe Avenue Between Western Avenue and Beach
Boulevard
35 40 -5
Orangethorpe AvenueBetween Beach Boulevard and Stanton
Avenue
35 40 -5
Stage Road Between West City Limits and Beach
Boulevard
40 45 -5
Valley View StreetBetween Orangethorpe Avenue and Artesia Boulevard
45 50 -5
Additionally, the E&TS recommends establishing a speed limit on the following City roadway segment, which previously had no officially adopted limit:

Street Street Segment Recommended
Speed Limit
(mph)
Posted
Speed
Limit
(mph)
Eighth Street Between Knott Avenue and Western Avenue 25 25 The final E&TS and adopted ordinance will be filed with the appropriate local courts. City staff will proceed with updating speed limit signage and pavement markings as necessary to reflect the newly adopted speed limits.

This Ordinance was developed in coordination with the City Attorney’s Office and the Police Department to ensure enforceability and legal compliance.

BUDGET IMPACT
Costs in the amount of $10,000 associated with updating speed limit signage on affected roadways will be funded by the previously adopted Public Works signing and striping budget (Account No. 11-560231-6440) and Annual Striping Program (Account 24-290015-9806).

Attachments
Att. 1 of 3 - Ordinance - Speed Limits.pdf
Att. 2 of 3 - Table 2.pdf
Att. 3 of 3 - Buena Park E&TS 2025 Report_Final.pdf
ORDINANCE NO. ______

AN ORDINANCE OF THE CITY OF BUENA PARK,
CALIFORNIA, AMENDING CHAPTER 10.44 (SPECIAL
SPEED ZONES) OF TITLE 10 (VEHICLES AND

TRAFFIC) OF THE BUENA PARK MUNICIPAL CODE

ESTABLISHING SPEED LIMITS ON CERTAIN STREETS

IN THE CITY OF BUENA PARK

A. Recitals.

(i) The California Vehicle Code permits cities to establish and declare prima facie speed limits which deviate from the prima facie speed limits established by the California Vehicle Code.

(i) The City has performed an engineer ing and traffic survey pursu ant to the California Vehicle Code that finds speed limit s other t han the limit established by the California Vehicle Code along certain streets to be more appropriate.

(iii) Establishing the most appropriate speed limits will facilitate reasonable, safe, and orderly movement of traffic throughout the City.

(iv) All legal prerequisites to the adoption of this Ordinance have occurred.

B. Ordinance.

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

Section 1: The facts set forth in the Recitals, Part A, of this Ordinance are true and correct.

Section 2: Section 10.44.010 of Chapter 10.44 of Title 10 of the Buena Park Municipal Code is hereby amended to read as follows:

Name of Street Portion Affected
Prima Facia
Speed Limit
(mph)
Altura Boulevard Descanso Avenue to Artesia Boulevard 35

Artesia Boulevard West City Limits to Knott Avenue 40
Artesia Boulevard Knott Avenue to Beach Boulevard 35
Artesia Boulevard Beach Boulevard to East City Limits 35

Auto Center Drive CarMax Roundabout to Western Avenue 25 Auto Center Drive Western Avenue to Beach Boulevard 35

ORDINANCE NO. _______

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Name of Street Portion Affected
Prima Facia
Speed Limit
(mph)
Auto Center Drive Beach Boulevard to I-5 Off-Ramp 35
Auto Center Drive I-5 Off-Ramp to Orangethorpe Avenue 35

Ball Road West City Limits to East City Limits 45

Beach Boulevard Ninth Street to SR-91 Fwy 35
Beach Boulevard SR-91 Fwy to Medieval Times 35
Beach Boulevard Medieval Times to La Palma Avenue 35
Beach Boulevard La Palma Avenue to Crescent Avenue 40
Beach Boulevard Crescent Avenue to South City Limits 40

Caballero Boulevard Valley View Street to Regio Avenue 35 Caballero Boulevard Regio Avenue to Knott Avenue 35

Cameron Drive Beach Boulevard to Country Club Drive 30

Cerritos Avenue Valley View Street to Carlotta Avenue 45

Commonwealth Avenue Auto Center Drive to Beach Boulevard 35 Commonwealth Avenue Beach Boulevard to East City Limits 40

Country Club Drive Malvern Avenue to Fox Hills Avenue 25

Crescent Avenue West City Limits to Valley View Street 45 Crescent Avenue Valley View Street to Knott Avenue 45
Crescent Avenue Knott Avenue to Beach Boulevard 45
Crescent Avenue Beach Boulevard to Dale Street 45
Crescent Avenue Dale Street to East City Limits 40

Dale Street South City Limits to La Palma Avenue 40
Dale Street La Palma Avenue to Artesia Freeway (SR-91) 40 Dale Street Auto Center Drive to Commonwealth Avenue 40 Dale Street Commonwealth Avenue to Artesia Boulevard 40 Dale Street Artesia Boulevard to Malvern Avenue 40

ORDINANCE NO. _______

Page 3 ends

Name of Street Portion Affected
Prima Facia
Speed Limit
(mph)
Descanso Avenue Altura Boulevard to Caballero Boulevard 35

Eighth Street Cul-de-Sac to Knott Avenue 35
Eighth Street Knott Avenue to Western Avenue 25

Firestone Boulevard Artesia Boulevard to Knott Avenue 30

Grand Avenue South City Limits to Crescent Avenue 35

Holder Street Cerritos Avenue to Myra Avenue 35
Holder Street Myra Avenue to Ball Road 35
Holder Street Ball Road to Orange Avenue 35
Holder Street Orange Avenue to Lincoln Avenue 35
Holder Street Lincoln Avenue to Crescent Avenue 30

Knott Avenue South City Limits to Crescent Avenue 40
Knott Avenue Crescent Avenue to La Palma Avenue 40
Knott Avenue La Palma Avenue to Orangethorpe Avenue 40
Knott Avenue Orangethorpe Avenue to Artesia Boulevard 40 Knott Avenue Firestone Boulevard to North City Limits 40

La Mirada Boulevard West City Limits to Beach Boulevard 40

La Palma Avenue Valley View Street to Knott Avenue 45
La Palma Avenue Knott Avenue to Beach Boulevard 40
La Palma Avenue Beach Boulevard to Dale Street 40
La Palma Avenue Dale Street to East City Limits 40

Lincoln Avenue West City Limits to Knott Avenue 40

Los Coyotes Drive Beach Boulevard to Country Club Drive 35

Malvern Avenue Beach Boulevard to Tahoe Circle 45
Malvern Avenue Tahoe Circle to Links Road 45
Malvern Avenue Links Road to East City Limits 45

ORDINANCE NO. _______

Page 4 ends

Name of Street Portion Affected
Prima Facia
Speed Limit
(mph)

Melrose Street Knott Avenue to Western Avenue 35

Orange Avenue West City Limits to East City Limits 35

Orangethorpe Avenue West City Limits to Knott Avenue 45 Orangethorpe Avenue Knott Avenue to Western Avenue 40
Orangethorpe Avenue Western Avenue to Beach Boulevard 35 Orangethorpe Avenue Beach Boulevard to Stanton Avenue 35 Orangethorpe Avenue Stanton Avenue to East City Limits 45

Regio Avenue Altura Boulevard to Caballero Boulevard 35

Rosecrans Avenue West City Lmits to East City Limits 50

Rostrata Avenue Artesia Boulevard to Kensington Drive 35

St. Andrews Avenue Los Coyotes Drive to Somerset Street 25

Stage Road West City Limits to Beach Boulevard 40

Stanton Avenue South City Limits to La Palma Avenue 40
Stanton Avenue La Palma Avenue to Orangethorpe Avenue 40 Stanton Avenue Orangethorpe Avenue to Auto Center Drive 40 Stanton Avenue Auto Center Drive to Artesia Boulevard 40

Valley View Street Ball Road to Cerritos Avenue 45
Valley View Street Lincoln Avenue to Crescent Avenue 45 Valley View Street Crescent Avenue to La Palma Avenue 45 Valley View Street La Palma Avenue to Orangethorpe Avenue 45 Valley View Street Orangethorpe Avenue to Artesia Boulevard 45

Western Avenue South City Limits to La Palma Avenue 40
Western Avenue La Palma Avenue to Orangethorpe Avenue 40 Western Avenue Orangethorpe Avenue to Artesia Boulevard 40

ORDINANCE NO. _______

Page 5 ends

Name of Street Portion Affected
Prima Facia
Speed Limit
(mph)

Whitaker Street Stanton Avenue to Dale Street 35

Section 3: Severability. The City Council declares that, should any provision, section; paragraph, sentence or word of this Ordinance be rendered or declared invalid by any final court actio n in a court of competent jurisdic tion, or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences and words of this Ordinance shall remain in full force and effect.

Section 4: The Director of Public Works is hereby directed to post signs as required to give effect to this Ordinance.

Section 5: This Ordinance shall take effect thirty (30) days after its adoption

Section 6: The City C lerk of the City of Buena Park shall certify to the passage of the Ordinance and shall cause the same to be posted in the manner required by law.

ORDINANCE NO. _______

Page 6 ends

PASSED AND ADOPTED this _____ day of _______________ 2025, by the following called vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:

______________________________________
Mayor

ATTEST:

_______________________________
City Clerk

I, Adria M. Jimenez, MMC , City Clerk of the City of Bu ena Park, California, do hereby certify that the foregoing ordinance was introduced and passed at a regular meeting of the City Council of the City of Buena Park held on the ____ day of _________________ 2025.

______________________________________
City Clerk

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

10 City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

11 Engineering & Traffic Survey
211 Imperial Highway, Suite 208, Fullerton, CA 92835 || (714) 992-4592 || [email protected] Prepared for the
City of Buena Park
July 2025

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates Page i
Certification

I, Ruben Perales, do hereby certify that this Engineering and Traffic Survey for the City of Buena Park was performed under my supervision and is accurate and complete. I certify that I am both experienced in performing surveys of this type and duly registered in the State of California as a professional Traffic Engineer.

7/11/2025
Ruben Perales Date
RCE #83169, RTE #2838

Traffic No. 2838

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates Page ii
Table of Contents

1.0 Introduction ......................................................................................................... 1

2.0 Study Methodology .............................................................................................. 3

3.0 Survey Results ...................................................................................................... 4

3.1 Street Surveillance ..................................................................................... 4

3.2 Accident Rate Analysis ............................................................................... 4

3.3 Spot Speed Survey ..................................................................................... 8

4.0 Survey Findings and Recommendations ............................................................... 9

4.1 Speed Limit Signing .................................................................................... 9

5.0 Summary and Conclusions ................................................................................. 14

Tables

1 2025 Speed Zone Survey – Collision Survey Analysis ............................................ 6 2 2025 City of Buena Park Segment Spot Speed Survey ........................................ 10

Appendices

A Regulations Governing Speed Limits and Definition of Terms B Speed Zoning Regulations from Caltrans
C Traffic Radar Certifications
D Engineering and Traffic Survey Summary Reports
E Engineering and Traffic Survey Raw Data
F Average Daily Traffic (ADT) Counts
G 2025 Speed Limit Map

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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SECTION 1.0 – INTRODUCTION

The purpose of this report is to document the results of an Engineering and Traffic Survey (E&TS) conducted to update the speed limits at various segments throughout the City of Buena Park.

The overall study was conducted to comply with existing State regulations concerning the increasing or decreasing of speed limits within city boundaries. Roadways within business and residential districts have an established speed limit of 25 miles per hour, while alleys and blind intersections are 15 miles per hour.

Both speed limits are designated by California law. As such they are not typically included in the study. Intermediate speed limits between 15 and 65 miles per hour may be established by local authorities based on engineering and traffic surveys.

It is a common belief that posting speed limit traffic signs will influence drivers to drive at that speed; however, the facts indicate otherwise. Drivers’ behavioral research conducted in many parts of this country over a span of several decades shows that the average driver is influenced by the appearance of the highway itself and the prevailing traffic conditions in choosing the speed at which a person drives. Recognizing this, the California Vehicle Code (CVC) requires that speed limits be established in accordance with appropriate engineering practice and methods. Excerpts from the CVC regarding regulations governing speed limits and definition of terms used in speed zone surveys are detailed in Appendix A.

This report contains sufficient information to document that the conditions of the latest edition of CVC Section 627 have been satisfied and that other conditions not readily apparent to motorists are properly identified. To legally use radar for speed enforcement, Section 40802 of the CVC requires that speed limits be established per Sections 22357 and 22358 of the CVC. The limits must be justified by an E&TS conducted within five years prior to the date of the alleged violation. However, a change in State law allows cities to extend the survey period to seven or fourteen years depending on specific criteria

1. The latest edition of the CVC has highlighted bicycle and pedestrian safety as part of the study, and this aspect was considered as a part of this report. Additionally, effective January 1, 2022, several of the CVC sections mentioned above were amended and additional sections were added related to traffic safety and speed limits. These changes to the CVC were made in accordance with Assembly Bill No. 43 (AB 43) which was approved by the State of California on October 8, 2021. AB 43 is included in Appendix A for reference.

The following are some key highlights of AB 43:

- Allows a prima facie speed limit of 25 mph on State highways located in any business or residential district.
- Authorizes Caltrans and a local authority to declare a speed of 20 or 15 mph on State highways. - Authorizes a lower speed limit on a section of highway contiguous to a business activity district.

Definition of “business activity district” is identified in AB 43 text.

1 Refer to Appendix A for specific survey criteria.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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- Authorizes a local authority to further reduce the speed limit beyond the 5 -mph reduction after June 30, 2024, if certain conditions are met.
- Extends the validity of speed surveys from 10 years to 14 years if evaluated by a registered engineer. - Local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general-purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

The current study will validate, increase or decrease the existing speed limits along the study segments based on the data and results of this survey. The surveys were conducted in February and March of 2025.

Spot speed surveys were taken at the project segments throughout the City of Buena Park in conformance with the State law for conducting engineering and traffic surveys for the purpose of establishing prima facie speed limits. The data was collected per the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD), Revision 9. Sections of the CA MUTCD detailing regulations for conducting the required “Engineering and Traffic Survey” are presented in Appendix B.

The actual speed zone surveys were conducted by National Data and Surveying Services, Inc. (NDS) . A California registered traffic engineer from AGA reviewed the streets, the survey data, and the crash statistics to arrive at the recommended speed limits for each segment.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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SECTION 2.0 – STUDY METHODOLOGY

The study involved three categories of data collection and analysis: (1) geometric and characteristic street surveillance; (2) collision rate analysis; and (3) spot speed survey.

The street surveillance process used field observations to determine the existing roadway characteristics, condition and placement of signs and pavement markings, land uses, pedestrian and bicycle activity, and other roadway characteristics that may not be readily apparent to motorists.

Historical collision data was obtained from the Statewide Integrated Traffic Records System (SWITRS) for the period from January 1, 2022, to December 31, 2024 (i.e., three years) for the roadway segments. The collision rate was calculated and considered in recommending the speed limit by using the average daily traffic (ADT) volumes collected as part of the project.

Spot speed surveys, utilizing a calibrated radar gun, were conducted at eighty-one (81) segment locations to determine existing vehicular travel speeds. A copy of the “Traffic Radar Certification” is provided in Appendix C. Typically, a minimum of 100 observations were recorded, 50 for each direction of travel, on all the streets included in the study. This data was used to calculate statistical information such as the 85th percentile travel speed, 10-mile per hour (mph) pace speed, percentage of vehicles within the 10-mph pace, median speed, and other pertinent data for analysis.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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SECTION 3.0 – SURVEY RESULTS

3.1 Street Surveillance

Section 2B.13 “Speed Limit Signs” of the CA MUTCD (see Appendix B) states that the speed limit should be established at the nearest five mile per hour increment (rounded per standard mathematical practice) to the 85th percentile speed recorded during the spot speed survey. However, in matching existing conditions with the traffic safety needs of the community, engineering judgment may indicate the need for a further change in speed. Whenever such factors are considered to establish the speed limit, they sho uld be documented in the speed survey or in the accompanying engineering report.

The survey streets were reviewed by Mr. Ruben Perales, P.E., T.E, Vice President at AGA Engineers, Inc., who is a registered Traffic Engineer in the State of California. The roadway characteristics, location of speed limit signs, conditions not readily app arent to the driver, land use types adjoining the street (commercial, residential, school zone, parks, etc.), and type of roadway (divided, undivided, number of lanes, etc.) were recorded as part of the study. The roadway characteristics were used to determine if any physical conditions warranted consideration of a five mile per hour reduction of the recommended speed in accordance with CVC Section 627 and if roadway segments have changed since the preparation of the previous E&TS dated November 2017. The speed survey segment roadway characteristics for each segment are indicated on the Engineering and Traffic Survey Summary sheets in Appendix D. The raw speed survey data collected in the field is included in Appendix E.

3.2 Accident Rate Analysis

The collision rate for each speed survey segment was determined using the most recent available collision records as required by CVC Section 627. The mid-block collision totals are based on a review of the collision reports from SWITRS from (January 1, 2022, to December 31, 2024. Subsequently, these totals were used to calculate the mid-block collision rate, which also uses ADT volume data. ADT counts were conducted for all project segments and are included in Appendix F. The mid-block collision rate for each street surveyed was calculated in terms of “collisions per million vehicle miles traveled” (C/MVM) and is shown on the Engineering and Traffic Survey Summary Reports. The following shows a sample calculation.

The rate was calculated using the following equation:

Collision Rate =
Number of Midblock Collisions × 106
24-hour volume × 365 × segment length × number of years

The number of mid-block collisions is based on three years’ collision data (January 1, 2022, to December 31, 2024), the recent 24-hour traffic volume (for both directions) within the survey segment, and the segment’s length given in miles.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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Example:

Segment: Artesia Boulevard between Knott Avenue and Beach Boulevard:

Collision Rate =
4 × 106
22,945 × 365 × 0.76 × 3
= 0.21 C/MVM

The Average Expected Collision Rate for this segment is 0.75 and is based on the “2022 Crash Data on California State Highways2”. Therefore, the calculated collision rate of 0.21 is well below the expected rate for this segment.

The results of the collision rate calculations, including the Average Expected Collision Rates for each type of roadways, are shown in Table 1 on the following page and detailed in Appendix E. The following Average Expected Collision Rates were obtained from “2022 Crash Data on California State Highways” for Orange County published by the California Department of Transportation (Caltrans):

♦ Conventional 2 lanes or less (<45 mph): 1.07 C/MVM
♦ Conventional 2 lanes or less (> 45 mph): 0.61 C/MVM
♦ Undivided 4 lanes (<45 mph): 0.66 C/MVM
♦ Undivided 4 lanes (> 45 mph): 0.77 C/MVM
♦ Divided 4 lanes (<45 mph): 0.64 C/MVM
♦ Divided 4 lanes (> 45 mph): 0.93 C/MVM
♦ Divided 5 lanes or more (<45 mph): 0.75 C/MVM
♦ Divided 5 lanes or more (> 45 mph): 0.87 C/MVM

2 2022 Crash Data on California State Highways, State of California Department of Transportation.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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City of Buena Park
Table 1. 2025 Speed Zone Survey - Accident Survey Analysis Altura Boulevard 1 Descanso Avenue to Artesia Boulevard 0.45 2,380 1,954 773 0 0.00 1.07 Artesia Boulevard 2 West City Limits to Knott Avenue 1.04 5,500 29,779 7,948 0 0.00 0.87 3 Knott Avenue to Beach Boulevard 0.76 3,992 24,127 22,945 4 0.21 0.75 4 Beach Boulevard to East City Limits 0.77 4,066 16,439 17,231 4 0.28 0.64 Auto Center Drive 5 CarMax Roundabout to Western Avenue 0.12 638 2,320 1,696 0 0.00 0.64 6 Western Avenue to Beach Boulevard 0.30 1,587 6,376 10,789 0 0.00 0.64 7 Beach Boulevard to I-5 Off-Ramp 0.41 2,169 9,022 11,839 0 0.00 0.64 8 I-5 Off-Ramp to Orangethorpe Avenue 0.77 4,070 4,235 3,534 0 0.00 1.07 Ball Road 9 West City Limits to East City Limits 0.30 1,584 20,929 18,762 1 0.16 0.93 Beach Boulevard 10 Ninth Street to SR-91 Fwy 0.64 3,379 42,349 42,169 0 0.00 0.75 11 SR-91 Fwy to Medieval Times 0.29 1,531 61,941 49,493 0 0.00 0.75 12 Medieval Times to La Palma Avenue 0.36 1,901 63,086 47,773 0 0.00 0.75 13 La Palma Avenue to Crescent Avenue 0.52 2,746 54,734 40,043 0 0.00 0.87 14 Crescent Avenue to South City Limits 0.29 1,531 44,434 35,461 0 0.00 0.87 Caballero Boulevard 15 Valley View Street to Regio Avenue 0.48 2,554 4,627 2,498 0 0.00 1.07 16 Regio Avenue to Knott Avenue 0.65 3,442 3,539 2,574 0 0.00 1.07 Cameron Drive 17 Beach Boulevard to Country Club Drive 0.44 2,346 2,056 2,766 0 0.00 1.07 Cerritos Avenue 18 Valley View Street to Carlotta Avenue 0.60 3,170 18,807 20,601 0 0.00 0.93 Commonwealth Avenue 19 Auto Center Drive to Beach Boulevard 0.21 1,113 7,487 6,928 0 0.00 0.64 20 Beach Boulevard to East City Limits 0.91 4,800 14,442 11,253 2 0.18 0.64 Country Club Drive 21 Malvern Avenue to Fox Hills Avenue 0.26 1,388 1,487 3,135 1 1.11 1.07 Crescent Avenue 22 West City Limits to Valley View Street 0.35 1,848 17,645 15,501 0 0.00 0.77 23 Valley View Street to Knott Avenue 1.00 5,287 14,110 14,037 0 0.00 0.77 24 Knott Avenue to Beach Boulevard 0.89 4,723 14,898 13,967 0 0.00 0.93 25 Beach Boulevard to Dale Street 0.61 3,240 12,276 11,888 0 0.00 0.93 26 Dale Street to East City Limits 0.27 1,440 10,313 10,141 2 0.66 1.07 Dale Street 27 South City Limits to La Palma Avenue 0.50 2,640 16,394 12,227 0 0.00 0.64 28 La Palma Avenue to Artesia Freeway (SR-91) 0.63 3,303 4,416 5,215 0 0.00 1.07 29 Auto Center Drive to Commonwealth Avenue 0.70 3,710 6,906 6,673 0 0.00 1.07 30 Commonwealth Avenue to Artesia Boulevard 0.27 1,426 12,243 11,307 0 0.00 0.64 31 Artesia Boulevard to Malvern Avenue 0.29 1,531 19,738 19,708 0 0.00 0.64 Descanso Avenue 32 Altura Boulevard to Caballero Boulevard 0.33 1,742 1,667 764 0 0.00 1.07 Eighth Street 33 Cul-de-Sac to Knott Avenue 0.26 1,388 1,171 899 0 0.00 1.07 34 Knott Avenue to Western Avenue 0.49 2,587 - 2,043 0 0.00 1.07 Firestone Boulevard 35 Artesia Boulevard to Knott Avenue 0.24 1,281 20,270 11,771 0 0.00 1.07 Grand Avenue 36 South City Limits to Crescent Avenue 0.27 1,440 3,508 3,424 0 0.00 1.07 Holder Street 37 Cerritos Avenue to Myra Avenue 0.30 1,574 6,151 4,962 0 0.00 1.07 38 Myra Avenue to Ball Road 0.20 1,066 6,116 4,685 0 0.00 1.07 39 Ball Road to Orange Avenue 0.51 2,680 8,886 7,164 0 0.00 1.07 40 Orange Avenue to Lincoln Avenue 0.51 2,673 11,482 9,299 0 0.00 0.64 41 Lincoln Avenue to Crescent Avenue 0.50 2,662 5,127 5,381 0 0.00 1.07

1. Accident Data from 1/1/2022 to 12/31/2024 (Source: Buena Park)

2. Expected Accident Rates from 2022 Collision Data on California State Highways. 2025
ADT
Accidents1
(3 Years Total)
Accident
Rate
Expected2
Acc. Rate
2017
ADTStreet No. Location Distance
(Miles)
Distance
(Feet)
City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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City of Buena Park
Table 1. 2025 Speed Zone Survey - Accident Survey Analysis Knott Avenue 42 South City Limits to Crescent Avenue 0.64 3,360 32,768 31,498 0 0.00 0.75 43 Crescent Avenue to La Palma Avenue 0.50 2,655 34,468 31,535 0 0.00 0.64 44 La Palma Avenue to Orangethorpe Avenue 0.85 4,490 41,137 34,028 0 0.00 0.87 45 Orangethorpe Avenue to Artesia Boulevard 1.00 5,295 20,938 12,008 0 0.00 0.87 46 Firestone Boulevard to North City Limits 0.41 2,160 6,914 4,782 1 0.47 1.07 La Mirada Boulevard 47 West City Limits to Beach Boulevard 0.30 1,584 34,952 29,027 0 0.00 0.87 La Palma Avenue 48 Valley View Street to Knott Avenue 1.00 5,281 20,524 17,364 4 0.21 0.87 49 Knott Avenue to Beach Boulevard 0.75 3,960 23,071 17,327 0 0.00 0.75 50 Beach Boulevard to Dale Street 0.75 3,957 30,385 20,946 4 0.23 0.75 51 Dale Street to East City Limits 0.18 950 28,382 23,049 0 0.00 0.75 Lincoln Avenue 52 West City Limits to Knott Avenue 1.23 6,480 23,146 21,149 1 0.04 0.64 Los Coyotes Drive 53 Beach Boulevard to Country Club Drive 0.69 3,666 2,242 2,245 0 0.00 1.07 Malvern Avenue 54 Beach Boulevard to Tahoe Circle 0.60 3,173 26,279 22,114 4 0.27 0.93 55 Tahoe Circle to Links Road 0.39 2,055 27,172 22,260 1 0.11 0.93 56 Links Road to East City Limits 0.41 2,160 31,272 27,377 1 0.08 0.93 Melrose Street 57 Knott Avenue to Western Avenue 0.50 2,640 1,865 1,738 0 0.00 1.07 Orange Avenue 58 West City Limits to East City Limits 0.15 792 14,397 12,485 0 0.00 0.64 Orangethorpe Avenue 59 West City Limits to Knott Avenue 1.27 6,720 25,394 20,388 0 0.00 0.87 60 Knott Avenue to Western Avenue 0.50 2,650 25,687 21,023 0 0.00 0.87 61 Western Avenue to Beach Boulevard 0.25 1,330 26,835 22,946 0 0.00 0.75 62 Beach Boulevard to Stanton Avenue 0.25 1,324 22,909 21,745 0 0.00 0.75 63 Stanton Avenue to East City Limits 0.45 2,402 18,628 17,931 2 0.22 0.87 Regio Avenue 64 Altura Boulevard to Caballero Boulevard 0.38 2,007 2,056 1,524 0 0.00 1.07 Rosecrans Avenue 65 West City Lmits to East City Limits 0.50 2,640 23,665 19,630 0 0.00 0.64 Rostrata Avenue 66 Artesia Boulevard to Kensington Drive 0.42 2,192 2,138 2,924 0 0.00 1.07 St. Andrews Avenue 67 Los Coyotes Drive to Somerset Street 0.44 2,323 - 895 0 0.00 0.93 Stage Road 68 West City Limits to Beach Boulevard 0.27 1,440 10,730 7,709 0 0.00 0.93 Stanton Avenue 69 South City Limits to La Palma Avenue 0.77 4,080 16,642 16,064 1 0.07 0.64 70 La Palma Avenue to Orangethorpe Avenue 0.85 4,472 16,054 16,365 0 0.00 0.64 71 Orangethorpe Avenue to Auto Center Drive 0.42 2,223 15,700 15,517 0 0.00 0.64 72 Auto Center Drive to Artesia Boulevard 0.58 3,050 15,120 17,065 1 0.09 0.64 Valley View Street 73 Ball Road to Cerritos Avenue 0.50 2,631 45,368 43,071 0 0.00 0.87 74 Lincoln Avenue to Crescent Avenue 0.50 2,666 43,951 41,574 2 0.09 0.87 75 Crescent Avenue to La Palma Avenue 0.50 2,655 42,523 41,301 0 0.00 0.87 76 La Palma Avenue to Orangethorpe Avenue 0.85 4,495 52,978 29,288 2 0.07 0.87 77 Orangethorpe Avenue to Artesia Boulevard 1.01 5,337 21,885 23,987 0 0.00 0.87 Western Avenue 78 South City Limits to La Palma Avenue 0.91 4,800 19,738 20,258 9 0.45 0.64 79 La Palma Avenue to Orangethorpe Avenue 0.85 4,481 19,026 20,163 1 0.05 0.64 80 Orangethorpe Avenue to Artesia Boulevard 1.00 5,297 20,324 20,500 1 0.04 0.64 Whitaker Street 81 Stanton Avenue to Dale Street 0.50 2,656 4,811 4,886 2 0.74 0.66

1. Accident Data from 1/1/2022 to 12/31/2024 (Source: Buena Park)

2. Expected Accident Rates from 2022 Collision Data on California State Highways. 2017
ADT
2025
ADT
Accidents1
(3 Years Total)
Accident
Rate
Expected2
Acc. RateStreet No. Location Distance
(Miles)
Distance
(Feet)
City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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3.3 Spot Speed Survey

Spot speed surveys were conducted at each street segment to assess the actual behavior of the majority of motorists. A reasonable and effective speed limit is based on the premise that a speed limit, thus established, conforms to the actual behavior of the majority of motorists. The speed limit should typically be established at the five mph increment nearest the 85th percentile speed recorded for the surveyed segment. However, engineering judgment and other factors such as street surveillance (Section 3.1) and collision rates (Section 3.2) may indicate the need for further reduction in establishing reasonable and effective speed limits.

The criteria used in conducting the radar survey are listed in Appendix B. The information collected and data calculated for the radar speed survey are as follows:

♦ Date and time of speed survey ♦ Collision history and rate ♦ Direction of survey ♦ Posted speed limit
♦ Number of vehicles observed ♦ Average speed
♦ Pedestrian and bicycle activity ♦ Range of speeds
♦ Road description ♦ 50th and 85th Percentile speed
♦ Average Daily Traffic ♦ 10 mph and percent over pace speed

Appendix D contains information about vehicular speed data observed, collision data, street classification, and any unusual conditions at the location.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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SECTION 4.0 – SURVEY FINDINGS AND RECOMMENDATIONS

In accordance with the State-imposed speed limit establishment regulation as defined by CVC Section 627 and the recently adopted Assembly Bill No. 43, there are several factors that may be considered to justify setting the prima facie speed limits five miles per hour below the observed 85 th percentile speed.

It should be noted that the regulations found in Appendix B also state that “the establishment of a speed limit of five mph below the 85th percentile speed should be done with great care”.

The factors to be considered are:

- Most recent accident record (mid-block) - Profile condition - Roadway design speed - Intersection spacing offsets - Safe stopping sight distance - Commercial driveway characteristics (land use) - Super-elevation - Pedestrian traffic with and without sidewalks - Grades - Pedestrian and bicycle safety
- Shoulder condition

The above factors for each roadway segment surveyed are listed in the Engineering and Traffic Survey Summary sheets in Appendix D . The 85
th percentile speed and the above factors were considered in verifying existing speed limits and recommending speed limit changes (increase or decrease). The 2025 Collision Survey Analysis (Table 1) lists the total number of accidents, calculated accident rate, and the expected accident rate. Table 2 on the next page shows the surveyed road segments with posted and recommended speed limits. California Vehicle Code sections are defined in Appendix A. A citywide 2025 Speed Limit Map is included in Appendix G.

4.1 Speed Limit Signing

All California motorists are required to know the basic 15, 25, and 65 mph statutory or prima facie speed laws and are tested on the subject when applying for a driver’s license. The maximum speed limit on most California highways is 65 mph. However, drivers are permitted to travel 70 mph where posted as such.

Unless otherwise posted, the maximum speed limit in California is 55 mph on two-lane undivided highways and for vehicles towing trailers – provided the street is not within a business or residential d istrict.

Consequently, speed limit signs covering these prima facie conditions need not be posted on city streets.

Although not required by law, speed limit signs for these limits can be posted by a jurisdiction when an engineer determines doing so would enhance public awareness and compliance with the basic speed law.

Typically, such postings occur upon streets that have the following:

- Significant daily vehicular traffic volumes - Cut-through traffic problems - Significant grades - Continued violation of 25 mph speed zones - Safe stopping sight distance - Commercial driveway characteristics (land use) - Other unusual characteristics

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Table 2: 2025 City of Buena Park Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No Segment Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Altura Boulevard 1 Descanso Avenue to Artesia Boulevard E/W 3/11/2025 27-36 54 30 37 35 35 No Change, MD, NS, OP, HOR, CVC 22358.6(a) Artesia Boulevard 2 West City Limits to Knott Avenue E/W 3/11/2025 29-38 52 33 43 45 40 Decrease, MD, NS, CVC 22358.6(c) 3 Knott Avenue to Beach Boulevard E/W 3/11/2025 28-37 54 29 35 40 35 Decrease, MD, RES, LD, CVC 22358.6(a) 4 Beach Boulevard to East City Limits E/W 3/12/2025 33-42 73 37 41 40 35 Decrease, MD, OP, RES, CVC 22358.6(b) Auto Center Drive 5 CarMax Roundabout to Western Avenue E/W 3/11/2025 14-23 79 19 25 30 25 Decrease, MD, OP, CVC 22358.6(a) 6 Western Avenue to Beach Boulevard E/W 3/11/2025 28-37 79 32 36 35 35 No Change, MD, OP, CVC 22358.6(a) 7 Beach Boulevard to I-5 Off-Ramp E/W 3/11/2025 33-42 83 38 41 35 35 No Change, MD, OP, HOR, CVC 22358.6(b) 8 I-5 Off-Ramp to Orangethorpe Avenue E/W 2/18/2025 24-33 78 30 34 35 35 No Change, MD, NR, OP, HOR, LD, CVC 22358.6(a) Ball Road 9 West City Limits to East City Limits E/W 3/13/2025 39-48 100 42 44 45 45 No Change, BL, RES, CVC 22358.6(a) Beach Boulevard 10 Ninth Street to SR-91 Fwy N/S 2/18/2025 28-37 85 33 36 40 35 Decrease, MD, CVC 22358.6(a) 11 SR-91 Fwy to Medieval Times N/S 2/18/2025 28-37 82 33 37 40 35 Decrease, MD, LD, CVC 22358.6(a) 12 Medieval Times to La Palma Avenue N/S 3/13/2025 26-35 62 32 39 40 35 Decrease, HPA, MD, CVC 22358.6(c) 13 La Palma Avenue to Crescent Avenue N/S 3/13/2025 28-37 70 33 39 45 40 Decrease, HPA, HOR, CVC 22358.6(a) 14 Crescent Avenue to South City Limits N/S 3/13/2025 30-39 61 35 43 45 40 Decrease, MD, RES, CVC 22358.6(c) Caballero Boulevard 15 Valley View Street to Regio Avenue E/W 3/25/2025 27-36 70 32 39 35 35 No Change, MD, OP, CVC 22358.6(c) 16 Regio Avenue to Knott Avenue E/W 3/27/2025 24-33 88 29 33 35 35 No Change, MD, OP, HOR, CVC 22358.6(a) Cameron Drive 17 Beach Boulevard to Country Club Drive N/S 2/26/2025 25-34 80 28 33 30 30 No Change, MD, OP, HOR, SCH, RES, PAR, CVC 22358.6(c) Cerritos Avenue 18 Valley View Street to Carlotta Avenue E/W 2/25/2025 39-48 69 41 47 45 45 No Change, BL, SCH, RES, CVC 22358.6(a) Commonwealth Avenue 19 Auto Center Drive to Beach Boulevard E/W 3/11/2025 27-36 81 32 36 35 35 No Change, MD, OP, HOR, RES, CVC 22358.6(a) 20 Beach Boulevard to East City Limits E/W 3/11/2025 33-42 70 36 41 40 40 No Change, MD, OP, CVC 22358.6(a) Country Club Drive 21 Malvern Avenue to Fox Hills Avenue E/W 3/27/2025 22-31 92 27 30 25 25 No Change, BR, HAR, MD, HOR, SCH, RES, VER, CVC 22358.6(b) Crescent Avenue 22 West City Limits to Valley View Street E/W 3/26/2025 34-43 75 39 45 45 45 No Change, SCH, RES, CVC 22358.6(a) 23 Valley View Street to Knott Avenue E/W 3/13/2025 33-42 64 38 42 45 45 No Change, MD, SCH, RES, CVC 22358.8 24 Knott Avenue to Beach Boulevard E/W 2/27/2025 37-46 71 41 46 45 45 No Change, MD, OP, RES, CVC 22358.6(a) 25 Beach Boulevard to Dale Street E/W 2/27/2025 41-50 84 45 49 45 45 No Change, MD, RES, LD, CVC 22358.6(c) 26 Dale Street to East City Limits E/W 2/27/2025 31-40 70 37 43 40 40 No Change, HAR, MD, OP, RES, CVC 22358.6(c) Dale Street 27 South City Limits to La Palma Avenue N/S 3/13/2025 36-45 100 39 41 40 40 No Change, OP, RES, CVC 22358.6(a) 28 La Palma Avenue to Artesia Freeway (SR-91) N/S 3/13/2025 33-42 100 36 39 40 40 No Change, OP, RES, PAR, CVC 22358.6(a) 29 Auto Center Drive to Commonwealth Avenue N/S 3/26/2025 30-39 82 34 38 40 40 No Change, MD, OP, SCH, RES, PAR, LD, CVC 22358.6(a) 30 Commonwealth Avenue to Artesia Boulevard N/S 3/12/2025 31-40 75 35 39 40 40 No Change, MD, HOR, CVC 22358.6(a) 31 Artesia Boulevard to Malvern Avenue N/S 3/19/2025 29-38 80 33 37 40 40 No Change, HOR, RES, VER, COS, CVC 22358.8 Descanso Avenue 32 Altura Boulevard to Caballero Boulevard N/S 3/11/2025 26-35 58 31 38 35 35 No Change, MD, OP, CVC 22358.6(c) Eighth Street 33 Cul-de-Sac to Knott Avenue E/W 3/25/2025 24-33 54 27 33 35 35 No Change, MD, OP, HOR, CVC 22358.6(a) 34 Knott Avenue to Western Avenue E/W 3/26/2025 19-28 99 24 26 25 25 Establish, MD, OP, SCH, RES, PAR, CVC 22358.6(a) Legend: AB 43 - Assembly Bill 43, BL - bike lane, BR - bike route, HAR - high accident rate, HPA - high pedestrian activity, COS - continuity of speed, MD - multiple driveways, NS - no sidewalk, NR - narrow road, OP - street parking, HOR - horizontal curve, SCH - school zone, RES- residential, PAR - park, VER - vertical curve, LD - lane drop City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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Table 2: 2025 City of Buena Park Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No Segment Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Firestone Boulevard 35 Artesia Boulevard to Knott Avenue N/S 3/11/2025 16-25 67 23 28 40 30 Decrease, HOR, VER, LD, CVC 22358.6(a) Grand Avenue 36 South City Limits to Crescent Avenue N/S 3/13/2025 27-36 85 33 36 35 35 No Change, MD, OP, RES, CVC 22358.6(a) Holder Street 37 Cerritos Avenue to Myra Avenue N/S 2/25/2025 28-37 77 35 39 35 35 No Change, RES, CVC 22358.6(c) 38 Myra Avenue to Ball Road N/S 2/25/2025 28-37 85 33 36 35 35 No Change, MD, OP, RES, CVC 22358.6(a) 39 Ball Road to Orange Avenue N/S 3/11/2025 33-42 97 38 40 40 35 Decrease, BL, MD, OP, SCH, RES, COS, CVC 22358.6(b) 40 Orange Avenue to Lincoln Avenue N/S 3/11/2025 31-40 99 35 38 40 35 Decrease, MD, OP, SCH, RES, LD, COS, CVC 22358.6(b) 41 Lincoln Avenue to Crescent Avenue N/S 3/11/2025 21-30 100 23 25 30 30 No Change, MD, OP, SCH, RES, LD, CVC 22358.8 Knott Avenue 42 South City Limits to Crescent Avenue N/S 3/11/2025 33-42 100 37 40 40 40 No Change, MD, RES, LD, CVC 22358.6(a) 43 Crescent Avenue to La Palma Avenue N/S 2/27/2025 32-41 80 36 41 40 40 No Change, RES, CVC 22358.6(a) 44 La Palma Avenue to Orangethorpe Avenue N/S 2/27/2025 31-40 66 35 39 45 40 Decrease, MD, SCH, RES, PAR, LD, CVC 22358.6(a) 45 Orangethorpe Avenue to Artesia Boulevard N/S 3/11/2025 32-41 70 38 44 45 40 Decrease, MD, OP, RES, PAR, CVC 22358.6(c) 46 Firestone Boulevard to North City Limits N/S 3/27/2025 32-41 83 36 40 45 40 Decrease, MD, OP, CVC 22358.6(a) La Mirada Boulevard 47 West City Limits to Beach Boulevard E/W 3/27/2025 31-40 74 36 41 45 40 Decrease, MD, RES, LD, CVC 22358.6(a) La Palma Avenue 48 Valley View Street to Knott Avenue E/W 2/27/2025 36-45 78 41 46 45 45 No Change, MD, SCH, RES, LD, CVC 22358.6(a) 49 Knott Avenue to Beach Boulevard E/W 2/27/2025 35-44 64 39 45 40 40 No Change, HPA, MD, SCH, RES, LD, CVC 22358.6(b) 50 Beach Boulevard to Dale Street E/W 3/26/2025 32-41 81 37 41 40 40 No Change, HPA, MD, RES, LD, CVC 22358.6(a) 51 Dale Street to East City Limits E/W 3/27/2025 35-44 68 39 44 40 40 No Change, MD, RES, CVC 22358.6(c) Lincoln Avenue 52 West City Limits to Knott Avenue E/W 3/11/2025 36-45 100 39 41 40 40 No Change, MD, OP, RES, LD, CVC 22358.6(a) Los Coyotes Drive 53 Beach Boulevard to Country Club Drive E/W 2/26/2025 29-38 73 34 39 35 35 No Change, BL, MD, NS, OP, RES, HOR, VER, CVC 22358.6(c) Malvern Avenue 54 Beach Boulevard to Tahoe Circle E/W 3/12/2025 35-44 66 40 45 45 45 No Change, BL, MD, OP, RES, HOR, VER, CVC 22358.6(a) 55 Tahoe Circle to Links Road E/W 3/12/2025 36-45 65 41 45 45 45 No Change, BL, OP, RES, HOR, VER, CVC 22358.6(a) 56 Links Road to East City Limits E/W 3/12/2025 35-44 63 39 44 45 45 No Change, BL, HOR, RES, CVC 22358.6(a) Melrose Street 57 Knott Avenue to Western Avenue E/W 3/11/2025 26-35 56 33 40 35 35 No Change, MD, OP, RES, CVC 22358.6(b) Orange Avenue 58 West City Limits to East City Limits E/W 3/11/2025 27-36 99 32 35 35 35 No Change, MD, SCH, RES, CVC 22358.6(a) Orangethorpe Avenue 59 West City Limits to Knott Avenue E/W 3/26/2025 37-46 63 42 48 45 45 No Change, MD, OP, SCH, RES, LD, CVC 22358.6(c) 60 Knott Avenue to Western Avenue E/W 2/18/2005 34-43 79 38 42 45 40 Decrease, MD, OP, CVC 22358.6(a) 61 Western Avenue to Beach Boulevard E/W 2/18/2025 25-34 79 29 33 40 35 Decrease, MD, SCH, CVC 22358.6(a) 62 Beach Boulevard to Stanton Avenue E/W 2/18/2025 27-36 77 31 36 40 35 Decrease, MD, OP, LD, CVC 22358.6(a) 63 Stanton Avenue to East City Limits E/W 2/18//2025 39-48 73 44 49 45 45 No Change, MD, OP, RES, VER, CVC 22358.6(c) Regio Avenue 64 Altura Boulevard to Caballero Boulevard N/S 3/25/2025 25-34 68 28 34 35 35 No Change, MD, NS, OP, HOR, CVC 22358.6(a) Rosecrans Avenue 65 West City Lmits to East City Limits E/W 2/26/2025 43-52 70 47 52 50 50 No Change, BL, OP, RES, PAR, VER, CVC 22358.6(a) Rostrata Avenue 66 Artesia Boulevard to Kensington Drive N/S 3/27/2028 28-37 81 33 37 35 35 No Change, MD, OP, RES, VER, CVC 22358.6(a) St. Andrews Avenue 67 Los Coyotes Drive to Somerset Street N/S 2/26/2025 24-33 78 29 33 25 25 Prima Facie Speed - Designated Local Road in California Road System Map Stage Road 68 West City Limits to Beach Boulevard E/W 3/27/2025 33-42 84 38 42 45 40 Decrease, BL, MD, RES, HOR, VER, LD, CVC 22358.6(a) Legend: AB 43 - Assembly Bill 43, BL - bike lane, BR - bike route, HAR - high accident rate, HPA - high pedestrian activity, COS - continuity of speed, MD - multiple driveways, NS - no sidewalk, NR - narrow road, OP - street parking, HOR - horizontal curve, SCH - school zone, RES- residential, PAR - park, VER - vertical curve, LD - lane drop City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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It is standard engineering practice to recommend the posting of speed limit signs only on streets that have specific speed limits enacted by city ordinance or determined to be justified by an engineer who has performed an E&TS.

When an E&TS shows that the statutory or prima facie speed limits are not applicable for the existing conditions, the speed limits can be altered with the posting of a different speed limit, which must be determined according to the findings of the study. CVC Section 22354 covers decreasing highway speeds from 65 mph, and CVC Section 22358 addresses decreasing local speed limits. The CVC does not address decreasing the speed limit below 55 mph on undivided highways; however, the CA MUTCD states that speed zones (other than statutory speed limits) shall only be established based on an E&TS that has been performed in accordance with traffic engineering practices. Even though it is not codified in the CVC, Caltrans has established the practice of using an E&TS for any reduction below a statutory 55 mph speed limit. Law enforcement agencies and courts are accustomed to seeing surveys for these areas and it may be difficult to defend a speed violation citation without one.

Speed limit signs should be installed at approximately every one-half mile on streets which have been speed zoned. Signs are typically installed at the beginning of the speed zone on the departure side of a traffic signal-controlled intersection. It is also advisable to install signs at key intersections where there is high side street vehicle entry. It is important that motorists be given adequate notice of the speed limit without over signing, since doing so increases maintenance costs and rarely results in increased compliance.

The CA MUTCD outlines speed limit sign size specifications based on the type of roadway facility. Sign sizes vary from a minimum of 24 -inches by 30-inches on a single lane conventional roadway to 48 -inches by 60-inches on a freeway. It is also important to post signs in a manner that they are clearly visible to approaching traffic from a distance. Care should be taken to maintain landscaping and other vegetation, so it does not grow to block the motorist’s view of the signs. In certain circumstances, when an engineer has determined that additional motorist awareness of the speed limit is needed, the speed limit can also be painted on the roadway surface immediately adjacent to a speed limit sign.

Enforcement problems can occur when, (a) the highway is posted with inappropriate speed limit signs, (b) the highway is improperly or inadequately posted, or (c) the highway is not posted nor covered by ordinance and therefore falls under the basic speed law. In any of these events, the result is a debatable validity that may be questioned in court cases where citations are issued and contested.

City of Buena Park Engineering & Traffic Survey for Speed Limit Updates

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SECTION 5.0 – SUMMARY AND CONCLUSIONS

An engineering speed study was conducted per CVC Section 627 and includes documentation of existing roadway conditions, radar spot speed surveys, and midblock collision analysis. A total of 81 roadway segments at various locations throughout the City of Buena Park were surveyed. The collision rate for these segments is well below the expected collision rates published by the State of California unless otherwise noted. Based on the radar speed survey, collision history, and field conditions, it is recommended that the existing speed limits on the various project segments be retained as existing with the exception of the following segments listed below.

Speed Limit Established

♦ Eighth Street between Knott Avenue and Western Avenue, it is recommended that the existing speed limit of 25 mph be established at 25 mph. Based on the 85th percentile speed of 26 mph, CVC 22358.6(a), the segment being in a residential area, on-street parking, and the adjacent park, it is recommended that the speed limit be set at 25 mph.

Speed Limit Decreases

♦ Artesia Boulevard between West City Limit and Knott Avenue, it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 43 mph, CVC 22358.6(c), multiple driveways, and no sidewalks, it is recommended that the speed limit be set at 40 mph.

♦ Artesia Boulevard between Knott Avenue and Beach Boulevard, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 35 mph, CVC 22358.6(a), multiple driveways, and the presence of a lane drop, it is recommended that the speed limit be set at 35 mph.

♦ Artesia Boulevard between Beach Boulevard and East City Limits, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 41 mph, CVC 22358.6(b), multiple driveways, on-street parking, being in a residential area, and for continuity of speed, it is recommended that the speed limit be set at 35 mph.

♦ Auto Center Drive between CarMax Roundabout and Western Avenue, it is recommended that the existing speed limit of 30 mph be decreased to 25 mph. Based on the 85th percentile speed of 25 mph, CVC 22358.6(a), multiple driveways, and on-street parking, it is recommended that the speed limit be set at 25 mph.

♦ Beach Boulevard between Ninth Street and SR-91 Fwy, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 36 mph, CVC 22358.6(a), and multiple driveways, it is recommended that the speed limit be set at 35 mph.

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♦ Beach Boulevard between SR-91 Fwy and Medieval Times, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 37 mph, CVC 22358.6(a), multiple driveways, and the presence of a lane drop, it is recommended that the speed limit be set at 35 mph.

♦ Beach Boulevard between Medieval Times and La Palma Avenue, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 39 mph, CVC 22358.6(c), high pedestrian activity, and multiple driveways, it is recommended that the speed limit be set at 35 mph.

♦ Beach Boulevard between La Palma Avenue and Crescent Avenue, it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 39 mph, CVC 22358.6(a), and high pedestrian activity, it is recommended that the speed limit be set at 40 mph.

♦ Beach Boulevard between Crescent Avenue and South City Limits, it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 43 mph, CVC 22358.6(c), multiple driveways, and for continuity of speed, it is recommended that the speed limit be set at 40 mph.

♦ Firestone Boulevard between Artesia Boulevard and Knott Avenue , it is recommended that the existing speed limit of 40 mph be decreased to 30 mph. Based on the 85th percentile speed of 28 mph, and CVC 22358.6(a), it is recommended that the speed limit be set at 30 mph.

♦ Holder Street between Ball Road and Orange Avenue, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 40 mph, CVC 22358.6(b), existing bike lane, multiple driveways, on-street parking, proximity to a school, and for continuity of speed, it is recommended that the speed limit be set at 35 mph.

♦ Holder Street between Orange Avenue and Lincoln Avenue, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 38 mph, CVC 22358.6(c), multiple driveways, on -street parking, proximity to a school, and for continuity of speed, it is recommended that the speed limit be set at 35 mph.

♦ Knott Avenue between La Palma Avenue and Orangethorpe Avenue , it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 39 mph, CVC 22358.6(a), multiple driveways, proximity to a school and park, and for continuity of speed, it is recommended that the speed limit be set at 40 mph.

♦ Knott Avenue between Orangethorpe Avenue and Artesia Boulevard, it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 44 mph, CVC 22358.6(c), multiple driveways, on-street parking, proximity to a park, and for continuity of speed, it is recommended that the speed limit be set at 40 mph.

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♦ Knott Avenue between Firestone Boulevard and North City Limits, it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 40 mph, CVC 22358.6(a), multiple driveways, on-street parking, and for continuity of speed, it is recommended that the speed limit be set at 40 mph.

♦ La Mirada Boulevard between West City Limits and Beach Boulevard , it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 41 mph, CVC 22358.6(a), and multiple driveways, it is recommended that the speed limit be set at 40 mph.

♦ Orangethorpe Avenue between Knott Avenue and Western Avenue , it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 42 mph, CVC 22358.6(a), multiple driveways, and on-street parking, it is recommended that the speed limit be set at 40 mph.

♦ Orangethorpe Avenue between Western Avenue and Beach Boulevard, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 33 mph, CVC 22358.6(a), multiple driveways, and proximity to a school, it is recommended that the speed limit be set at 35 mph.

♦ Orangethorpe Avenue between Beach Boulevard and Stanton Avenue, it is recommended that the existing speed limit of 40 mph be decreased to 35 mph. Based on the 85th percentile speed of 36 mph, CVC 22358.6(a), multiple driveways, and on-street parking, it is recommended that the speed limit be set at 35 mph.

♦ Stage Road between West City Limits and Beach Boulevard, it is recommended that the existing speed limit of 45 mph be decreased to 40 mph. Based on the 85th percentile speed of 42 mph, CVC 22358.6(a), the existing bike lanes, multiple driveways, and the horizontal and vertical curvature of the segment, it is recommended that the speed limit be set at 40 mph.

♦ Valley View Street between Orangethorpe Avenue and Artesia Boulevard, it is recommended that the existing speed limit of 50 mph be decreased to 45 mph. Based on the 85th percentile speed of 44 mph, CVC 22358.6(a), multiple driveways, on-street parking, and for continuity of speed, it is recommended that the speed limit be set at 45 mph.

APPENDIX A
Regulations Governing Speed Limits
and Definition of Terms
Excerpts from California Vehicle Code
Assembly Bill 43 (AB 43)

AGA Engineers, Inc.
211 Imperial Highway, Suite 208, Fullerton, CA 92835
(714) 992-4592 Email: [email protected]

RADAR SPEED ZONE SURVEYS

Applicable Vehicle Code Sections

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

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

Residence District
515. A “residence district” is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sided of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling housed or business structures. A residence district may be longer than one quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.

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

(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all the following:
1) Prevailing speeds as determined by traffic engineering measurements.

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2) Prevailing speeds as determined by traffic engineering measurements. 3) Accident records.
4) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.

Rounding Speed Limit to the Nearest 5 mph of the 85
th Percentile
21400. (a) The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right-of-way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364.
(b) The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning signs, lights, and devices to be placed upon a highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway. (c) Only those signs, lights, and devices as are provided for in this section shall be placed upon a highway to warn traffic of work that is being performed on the highway. (d) Control devices or markings installed upon traffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section.

Maximum Speed Limit
22349. (a) Except as provided in Section 22356, no person shall drive a vehicle upon a highway at a speed greater than 65 miles per hour.
(b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two-lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes.

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(c) It is the intent of the Legislature that there be reasonable signing on affected two-lane, undivided highways described in subdivision (b) in continuing the 55 miles-per-hour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.

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

Speed Law Violations
22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law.
(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.

Prima Facie Speed Limits
22352. The prima facie limits are as follows and the same shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. 3) On any alley.
(b) Twenty-five miles per hour:
1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code.
2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. Such prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds.

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3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented.

A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.

Increase of Local Limits
22357. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may be by ordinance determine and declare a prima facie limit of 25 miles per hours, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

Decrease of Local Limits
22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45,40,35,30, or 25 miles per hours, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

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

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Decrease on Local Streets Near Schools or Senior Centers 22358.4. (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by subdivision (b) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey. (2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration. (5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away Radar Speed Zone Surveys

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from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.

Downward Speed Zoning
22358.5 It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.

Rounding of Speed Limits to the Nearest 5 mph of the 85 th Percentile
22358.6. (a) The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic. (b) In cases in which the speed limit needs to be rounded down to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may lower the speed limit by five miles per hour from the nearest five mile per hour increment of the 85th-percentile speed, in compliance with Sections 627 and 22358.5 and the California Manual on Uniform Traffic Control Devices, as it read on March 30, 2021, if the reasons for the lower speed limit are documented in an engineering and traffic survey. The Department of Transportation or a local authority may also take into consideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable. (c) In cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. If the speed limit is rounded down pursuant to this subdivision, the speed limit shall not be reduced any further pursuant to subdivision (b). (d) In addition to subdivisions (b) and (c), a local authority may additionally lower the speed limit as provided in Section 22358.7.
(e) The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shall not exceed 12.4 miles per hour from the 85th percentile speed. (f) Notwithstanding subdivisions (a) to (e), inclusive, a local authority may retain the currently adopted speed limit as provided in Section 22358.8 without further reduction or restore the immediately prior adopted speed limit as provided in Section 22358.8 without further reduction.

Reduction of Additional 5 mph
22358.7. (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high Radar Speed Zone Surveys

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concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. (b) (1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System. (2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner. (d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Retaining the Currently Adopted Speed Limit or Restoring Immediately Prior Adopted Speed Limit 22358.8 (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately pr ior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway sinc e completion of the traffic survey that established that speed limit.
(b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Business Activity District
22358.9 (a) (1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour.
(2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, Radar Speed Zone Surveys

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or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8. (d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Boundary Line Streets
22359. With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.

Multiple-Lane Highways
22361. On multiple-lane highways with two or more separate roadways, different prima facie speed limits may be established for different roadways under any of the procedures specified in Sections 22354 to 22359, inclusive.

Speed Trap Prohibition
40801. No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.

Speed Trap
40802. (a) A “speed trap” is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance pursuant to paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic devices which measures the speed of moving objects. This subdivision does not apply to local street, road, school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8.

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(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control devices as defined in Section 445. (C) Not more than one traffic lane in each direction.
(2) For purposes of this section, “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign. (3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour or 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section.
(c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 223469, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three Radar Speed Zone Surveys

Page 10 ends

years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(B) (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14 years.
(ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8.

Speed Trap Evidence.
40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap.

(b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (b) of Section 40802.

(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (b) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (b) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) of subdivision (b) 40802.

Radar Speed Zone Surveys

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Study Method

Speed zones are established to inform drivers of the safe speed limit and to protect the general public from unreasonable and reckless drivers. Research has shown that most drivers travel at speeds that are safe and reasonable, therefore, speed limits are established primarily on the consensus of the majority of those who use the roads. Speed limits are not based on the actions of few. The California Vehicle Code requires the limits to be established on the basis of an engineering and traffic survey rather than by arbitrary methods.

The study is conducted in accordance with the appropriate sections of the California Vehicle Code and the California Manual on Uniform Traffic Control Devices (CA MUTCD), Section 2B-13, Speed Limit Sign (R2-D)

Surveys are conducted on arterial streets, collector streets, and selected local streets. Each of the selected streets was analyzed individually.

The accident analysis was based on a review of the City’s Traffic Accident Records (Crossroads). Only non-intersection accidents are included since intersection accidents are considered correctable using conventional intersection traffic controls such as stop signs or traffic signals.

Accident rates were computed using a formula that takes into account the number of accidents in the two-year period, the length of roadway being studied, and the average daily traffic volume. The rate is expressed in accidents per million vehicle miles (Acc/MVM). The formula is:

Acc/MM = Number of Accidents x 1,000,000
Distance x ADT x No. of Days

Definitions of Terms

Average Daily Traffic Volume of traffic during a 24-hour period.

ECL Easterly City Limit (also WCL, NCL and SCL for Westerly, Northerly and Southerly).
85th Percentile (Critical Speed) The “speed” which 85% of the observed vehicles are not exceeding.

This speed is usually within 2 mph of the upper limit of the speed.

Mean Speed The average speed.

MPH or mph Miles Per Hour.

MVM or mvm Million Vehicle Miles. Accident rates are generally expressed as the number of accidents occurring per million vehicle miles traveled during a given time period.

Pace The 10 mph range of observed vehicle speeds containing the largest number of vehicles. A normal distribution will contain
approximately 70% of the sample within the pace, with 15% above and 15% below.

APPENDIX B
Speed Zoning Regulations from Caltrans
California Manual on Uniform Traffic Control Devices

November 7, 2014
California MUTCD 2014 Edition Page 133
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
03 If used, the In-Street Pedestrian Crossing sign shall be placed in the roadway at the crosswalk location on the center line, on a lane line, or on a median island. The In-Street Pedestrian Crossing sign shall not be post-mounted on the left-hand or right-hand side of the roadway. 04 If used, the Overhead Pedestrian Crossing sign shall be placed over the roadway at the crosswalk location.
05 An In-Street or Overhead Pedestrian Crossing sign shall not be placed in advance of the crosswalk to educate road users about the State law prior to reaching the crosswalk, nor shall it be installed as an educational display that is not near any crosswalk.

Guidance:
06 If an island (see Chapter 3I) is available, the In-Street Pedestrian Crossing sign, if used, should be placed on the island.

Option:
07 If a Pedestrian Crossing (W11-2) warning sign is used in combination with an In-Street or an Overhead Pedestrian Crossing sign, the W11-2 sign with a diagonal downward pointing arrow (W16-7P) plaque may be post-mounted on the right-hand side of the roadway at the crosswalk location.

Standard:
08 The In-Street Pedestrian Crossing sign and the Overhead Pedestrian Crossing sign shall not be used at signalized locations controlled approaches.
09 The STOP FOR legend shall only be used in States where the State law specifically requires that a driver must stop for a pedestrian in a crosswalk.
10 The In-Street Pedestrian Crossing sign shall have a black legend (except for the red STOP or YIELD sign symbols) and border on a white background, surrounded by an outer yellow or fluorescent yellow- green background area (see Figure 2B-2). The Overhead Pedestrian Crossing sign shall have a black legend and border on a yellow or fluorescent yellow-green background at the top of the sign and a black legend and border on a white background at the bottom of the sign (see Figure 2B-2). 11 Unless the In-Street Pedestrian Crossing sign is placed on a physical island, the sign support shall be designed to bend over and then bounce back to its normal vertical position when struck by a vehicle.

Support:
12 The Provisions of Section 2A.18 concerning mounting height are not applicable for the In-Street Pedestrian Crossing sign.

Standard:
13 The top of an In-Street Pedestrian Crossing sign shall be a maximum of 4 feet above the pavement surface. The top of an In-Street Pedestrian Crossing sign placed in an island shall be a maximum of 4 feet above the island surface.

Option:
14 The In-Street Pedestrian Crossing sign may be used seasonably seasonally to prevent damage in winter because of plowing operations, and may be removed at night if the pedestrian activity at night is minimal. 15 In-Street Pedestrian Crossing signs, Overhead Pedestrian Crossing signs, and Yield Here To (Stop Here For) Pedestrians signs may be used together at the same crosswalk.

Section 2B.13 Speed Limit Sign (R2-1)
Support:
00 The setting of speed limits can be controversial and requires a rational and defensible determination to maintain public confidence. Speed limits are normally set near the 85th-percentile speed that statistically represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent. As with most laws, speed limits need to depend on the voluntary compliance of the greater majority of motorists. Speed limits cannot be set arbitrarily low, as this would create violators of the majority of drivers and would not command the respect of the public.

Artificially low speed limits can lead to poor compliance as well as large variations in speed within the traffic stream. Increased speed variance can also create more conflicts and passing maneuvers. 00a The most effective way to reduce speeds is through a combination of strategies using traffic control devices related to speed management, roadway design and engineering solutions, traffic calming techniques and measures, public education, Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 134
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) and enforcement efforts. Effectively managing road user speed relies on numerous factors, which include enforcement, roadway characteristics, surrounding environment, adjacent land use, and traffic control devices. Many studies find that engineering changes, such as change a road’s infrastructure, are one of the most important factors in reducing vehicle operating speeds. Engineering changes are also one of the most effective interventions at reducing pedestrian injury and fatality rates. Potential street engineering changes, such as curb extensions, median islands, raised crosswalks, roundabouts, and speed bumps or speed humps, naturally result in lower speeds. It is realized that these engineering changes can be costly and time-consuming to implement.

Standard:
01 Speed zones (other than statutory speed limits) shall only be established on the basis of an engineering and traffic survey (E&TS) study that has been performed in accordance with traffic engineering practices. The engineering study shall include an analysis of the current speed distribution of free-flowing vehicles. 02 The Speed Limit (R2-1) sign (see Figure 2B-3) shall display the limit established by law, ordinance, regulation, or as adopted by the authorized agency based on the engineering study. The speed limits displayed shall be in multiples of 5 mph.
03 Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.
04 At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable. 05 Speed Limit signs indicating the statutory speed limits shall be installed at entrances to the State and, where appropriate, at jurisdictional boundaries in urban areas.

Support:
06 In general, the maximum speed limits applicable to rural and urban roads are established:

A. Statutorily – a maximum speed limit applicable to a particular class of road, such as freeways or city streets, that is established by State law; or
B. As altered speed zones – based on engineering studies. 07 State statutory limits might restrict the maximum speed limit that can be established on a particular road, notwithstanding what an engineering study might indicate.

Option:
08 If a jurisdiction has a policy of installing Speed Limit signs in accordance with statutory requirements only on the streets that enter a city, neighborhood, or residential area to indicate the speed limit that is applicable to the entire city, neighborhood, or residential area unless otherwise posted, a CITYWIDE (R2-5aP), NEIGHBORHOOD (R2-5bP), or RESIDENTIAL (R2-5cP) plaque may be mounted above the Speed Limit sign and an UNLESS OTHERWISE POSTED (R2-5P) plaque may be mounted below the Speed Limit sign (see Figure 2B-3).

Guidance:
09 A Reduced Speed Limit Ahead (W3-5 or W3-5a) sign (see Section 2C.38) should be used to inform road users of a reduced speed zone where the speed limit is being reduced by more than 10 mph, or where engineering judgment indicates the need for advance notice to comply with the posted speed limit ahead. 10 States and local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes. 11 No more than three speed limits should be displayed on any one Speed Limit sign or assembly. 12 When a speed limit within a speed zone is posted, it should be within 5 mph of the 85th-percentile speed of free- flowing traffic.

CVC Section 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
Standard:
12a When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic (CVC Section 22358.6(a)), except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 135
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) additional 5 mph speed reduction on local agency roadways for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).

Option:

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

2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b). Refer to CVC Section 22358.6(c).

Standard:
12b If the speed limit to be posted has had the 5 mph reduction applied, then an 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 reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358.5. Refer to Section 22358.6(b).
12c The total reduction in the speed limit using the nearest 5 mph increment (CVC Section 22358.6(a)), rounding up (CVC Section 22358.6(c)), rounding down and using 5 mph speed reduction (CVC Section22358.6(b)), additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)), this speed reduction shall not exceed

12.4 mph from the 85th-percentile speed. Refer to CVC Section 22358.6(e).

Support:
12d Refer to Tables 2B-103(CA) and 2B-104(CA), which provides examples of 85th-percentile speed values and the application of the speed limit policies and criteria applicable per CVC 22358.6 and 22358.7. 12e Any existing E&TS that was performed before January 1, 2022 in accordance with previous traffic control device standards is not required to be updated until it is due for reevaluation per the 5, 7 or 14 year criteria.

CVC Sections 22358.7, 22358.8 and 22358.9 – Applicability on State Highway System & Local Agency Roadways Standard:
12f CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies shall not be applicable to roadways on the State Highway System.

Support:
12g CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies are applicable on local agency roadways. 12h CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies are also applicable on any privately owned and maintained roads or commercial establishments, if the private road or private property has been subjected to the CVC application by the private property owner or a particular city or county enacts an ordinance or resolution to this effect. Refer to CVC Sections 21100, 21100.1, 21107, 21107.5, 21107.6, and 21107.7.

Standard:
12i The additional 5 mph speed reduction allowed by CVC Section 22358.7 on designated safety corridors or on portions of highway adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, shall not be applicable on any roadway segment that is on the State Highway System 12j The option allowed by CVC Section 22358.8 to retain the currently adopted speed limit or restore the immediately prior adopted speed limit, shall not be applicable on any roadway segment that is on the State Highway System. 12k Declaring prima facie speed limits of 25 mph or 20 mph on a highway contiguous to a business activity district allowed by CVC Section 22358.9 shall not be applicable on any roadway segment that is on the State Highway System.

CVC Section 22358.7 – Safety corridor and Land or Facilities Generating High Concentrations of Bicyclists and Pedestrians
Standard:
12l Additional lowering of the speed limits from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b), as included in paragraph 12a, Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 136
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) and Options #1 and #2 processes, is prohibited, except for the local agency roadway segments designated as “safety corridor” or “land or facilities that generate high concentrations of bicyclists and pedestrians” in compliance with CVC Sections 22358.6(d) and 22358.7.

Option:
12m Local agencies may additionally lower the speed limits by 5 mph from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b) if, after completing an E&TS, find that the speed limit is still more than is reasonable or safe, for either of the following reasons:

1. The portion of a highway has been designated as a safety corridor.

2. The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.

CVC Section 22358.7(a)(1) – “Safety Corridor” Definition Standard:
12n A safety corridor shall be defined as a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.
12o One or more crash weighting factors, as provided in Paragraph 12p, of this section shall be used to prioritize the locations of fatal and serious injury crashes in developing the “Safety Corridor”.

Option:
12p The crash weighting factors to prioritize the locations of fatal and serious injury crashes in developing the "Safety Corridor" may include, but are not limited to, the factors included in Table 2B-105(CA). 12q Data used to determine a safety corridor may be from the most recent Engineering and Traffic Survey (E&TS) performed.

The crash data source may include, but is not limited to, California Highway Patrol’s (CHP) Statewide Integrated Traffic Records System (SWITRS).

Standard:
12r The prioritized subset of safety corridors shall:

1. Identify specific locations with high crash occurrences.

2. Identify corridor-level segments with a pattern of crash reoccurrence.

3. Be able to be stratified by mode.
12s Safety corridors shall represent a prioritized subset of the overall roadway network within an authority’s responsibilities and shall not exceed one-fifth of the overall roadway network.

Guidance:
12t A jurisdiction should use three to five years of the most recent crash data to determine a safety corridor based on Fatal and Serious Injury data.

Option:
12u For crash coverage, safety corridors may identify the subset of the overall roadway network where a minimum of 25% of the Fatal + Serious Injury (F+SI) crashes occur.
12v To identify logical termini, the geographic extent of a safety corridor may be determined by non-engineering staff.

Standard:
12w A licensed professional engineer shall sign off on logical termini identified for a safety corridor using existing E&TS.

Option:
12x Crash/Volume rate may be used to provide additional locations to be included in the safety corridor. Local agencies may use proactive measures as indicators.

CVC Section 22358.7(a)(2) – “Land or facility that generates high concentrations of bicyclists or pedestrians” definition Standard:
12y Except for the Option in first paragraph below, a land or facility that generates high concentrations of bicyclists or pedestrians shall be defined as the portion of the highway where one or more of any of the generators listed in Table 2B-106(CA) are present within a distance of 1320 feet.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised April 1, 2025 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 137
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Option:
12z Crash data that demonstrates a highway segment is within the top twenty percent of pedestrian and/or bicyclist fatalities or serious injuries over a three-to-five-year period may be used in lieu of one of the generators listed in Table 2B-106(CA).

Standard:
12aa A highway segment shall be defined as the portion of the highway where a location that meets the aforementioned criteria is present within a distance of 1320 feet.

Option:
12ab A highway segment may be longer than 1320 feet provided that a minimum of one location within the top twenty percent of fatal and serious injury pedestrian and/or bicyclist crashes within a three-to-five-year period is present for every 1320 feet.

Standard:
12ac The top twenty percent of pedestrian and/or bicyclist fatalities or serious injury crashes within a three to five year period shall be based on the geographic area within the jurisdiction of the Engineer performing the E&TS.

Option:
12ad A high concentration of pedestrians and bicyclists may be longer than 1320 feet provided that a minimum of one generator is present for every 1320 feet.
12ae Data used to determine high concentration locations may be obtained from the most recently performed Engineering and Traffic Survey (E&TS).

Standard:
12af The provisions of CVC Section 22358.7 to additionally lower the speed limit (by designating safety corridor or on portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians), shall not be applicable until actions required per CVC Section 22358.7 by Department of Transportation and Judicial Council are completed or June 30, 2024, whichever is sooner.

CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) Option:
12ag Local agency may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8.

Standard:
12ah Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
12ai If local agency decides to use lower speed limit based on CVC Section 22358.8, after completing an E&TS and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit nor below the immediately prior speed limit. Refer to CVC Section 22358.8(b).

CVC Section 22358.9 – Business Activity District
Option:
12aj A local authority may, by ordinance, determine and declare a 25 or 20 mph prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 mph if the highway segment meets all of the following conditions:

1. A maximum of four traffic lanes.

2. A maximum posted 30 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 mph speed limit.

3. A maximum posted 25 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 mph speed limit.
12ak A “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets a least three of the following four requirements:

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November 7, 2014
California MUTCD 2014 Edition Page 138
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California)

4. No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.

5. Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway.

6. Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.

7. Marked crosswalks not controlled by a traffic control device.

Standard:
12al A local authority shall not declare a prima facie speed limit on a portion of a highway where the local authority has already lowered the speed limit as permitted for designated safety corridors (CV Section 22358.7) or using the land or facility adjacent to high concentration of pedestrians and bicyclists (CVC Section 22358.7) or retained the currently adopted speed limit (CVC Section 22358.8) or have restored the immediately prior adopted speed limit (CVC Section 22358.8). Refer to CVC Section 22358.9(c).
13 Speed studies for signalized intersection approaches should be taken outside the influence area of the traffic control signal, which is generally considered to be approximately 1/2 mile, to avoid obtaining skewed results for the 85th-percentile speed.

Support:
14 Advance warning signs and other traffic control devices to attract the motorist’s attention to a signalized intersection are usually more effective than a reduced speed limit zone.

Guidance:
15 An advisory speed plaque (see Section 2C.08) mounted below a warning sign should be used to warn road users of an advisory speed for a roadway condition. A Speed Limit sign should not be used for this situation.

Option:
16 Other factors that may be considered when establishing or reevaluating speed limits are the following:

A. Road characteristics, shoulder condition, grade, alignment, and sight distance; B. The pace;
C. Roadside development and environment;
D. Parking practices and pedestrian activity; and
E. Reported crash experience for at least a 12-month period. 17 Two types of Speed Limit signs may be used: one to designate passenger car speeds, including any nighttime information or minimum speed limit that might apply; and the other to show any special speed limits for trucks and other vehicles.
18 A changeable message sign that changes the speed limit for traffic and ambient conditions may be installed provided that the appropriate speed limit is displayed at the proper times. 19 A changeable message sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit sign.

Guidance:
20 If a changeable message sign displaying approach speeds is installed, the legend YOUR SPEED XX MPH or such similar legend should be displayed. The color of the changeable message legend should be a yellow legend on a black background or the reverse of these colors.

Support:
21 Advisory Speed signs and plaques are discussed in Sections 2C.08 and 2C.14. Temporary Traffic Control Zone Speed signs are discussed in Part 6. The WORK ZONE (G20-5aP) plaque intended for installation above a Speed Limit sign is discussed in Section 6F.12. School Speed Limit signs are discussed in Section 7B.15. 22 Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413; also, pertinent sections are found in Sections 627 and 40802 and others referenced in this section. See Section 1A.11 for information regarding this publication.
23 Refer to Part 6, Section 6C.01 for speed limit signs in temporary traffic control zones. Refer to Part 7 for speed limit signs in school areas.

Engineering and Traffic Survey (E&TS)
Support:
24 CVC Section 627 defines the term “Engineering and traffic survey” and lists its requirements.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 139
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
25 An engineering and traffic survey (E&TS) shall include, among other requirements deemed necessary by Caltrans, consideration of all of the following:

A. Prevailing speeds as determined by traffic engineering measurements.

B. Collision records.

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

Guidance:
26 The E&TS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are properly identified. 27 Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:

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

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

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

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

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

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

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

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

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

K. Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable.

L. Speed zoning should be coordinated with adjacent jurisdictions.

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

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

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

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

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

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

B. Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused. 30 The following two methods of conducting E&TS may be used to establish speed limits:

1. State Highways - The E&TS for State highways is made under the direction of the Caltrans District Traffic Engineer. The data includes:
a. One copy of the Example of Speed Zone Survey Sheet (See Figure 2B-101(CA)) showing:
• A north arrow
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November 7, 2014
California MUTCD 2014 Edition Page 140
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) • Engineer's station or post mileage
• Limits of the proposed zones
• Appropriate notations showing type of roadside development, such as “scattered business,” “solid residential,” etc. Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone. • Collision rates for the zones involved
• Average daily traffic volume
• Location of traffic signals, signs and markings
• If the highway is divided, the limits of zones for each direction of travel • Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes:
• The reason for the initiation of speed zone survey.
• Recommendations and supporting reasons.
• The enforcement jurisdictions involved and the recommendations and opinions of those officials. • The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features.

2. City and County Through Highways, Arterials, Collector Roads and Local Streets. a. The short method of speed zoning is based on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Other factors that need to be considered include but are not limited to: the most recent two-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks.
b. Determination of Existing Speed Limits - Figures 2B-103(CA) & 2B-104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares.
31 In most situations, the short form for local streets and roads will be adequate; however, the procedure used on State highways may be used at the option of the local agency. 32 Any agency may lower the speed limit below the prima facie speed limit after performing, and based on the results of an E&TS.

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

Support:
34 Generally, the most decisive evidence of conditions not readily apparent to the driver surfaces in collision histories. 35 Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (See Figure 2B-102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits. Speed limits higher than the 85th percentile are not generally considered reasonable and prudent. Speed limits below the 85th percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 85
th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals. 36 The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent.

Further studies show that establishing a speed limit at less than the 85th percentile (Critical Speed) generally results in an increase in collision rates.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs

California MUTCD 2014 Edition Page 141
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Option:
37 When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified. Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone.

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

Signs
Standard:
39 The Speed Limit (R2-1) sign shall be used to give notice of a prima facie or maximum speed limit except as provided under Prima Facie Speed Limits in CVC 22352.
40 When used, the TRUCKS, 3 AXLES OR MORE 55 MAXIMUM (R6-3(CA)) sign shall be installed approximately 750 feet following each R2-1 sign.
41 The ALL VEHICLES WHEN TOWING 55 MAXIMUM (R6-4(CA)) sign shall be installed approximately 750 feet following the R6-3(CA) sign.

Guidance:
42 The R6-3(CA) and R6-4(CA) signs should be placed on highway segments where speeds in excess of 55 mph are permitted.

Option:
43 The existing AUTOS WITH TRAILERS, TRUCKS 55 MAXIMUM (R6-1(CA)) sign may remain in place until it is knocked down, damaged, stolen, vandalized, or otherwise reaches the end of its useful life. 44 The local California Highway Patrol office may be consulted to identify highway segments where enforcement is an issue.

On these segments early replacement of existing R6-1(CA) signs may be necessary.

Support:
45 Refer to CVC Section 22406 for types of vehicles subject to the 55 mph maximum speed limit.

Option:
46 The Speed Zone Ahead (R2-4(CA)) sign (see Figure 2B-3(CA)) may be used to inform the motorist of a reduced speed zone.

Standard:
47 The R2-4(CA) sign shall always be followed by a Speed Limit (R2-1) sign installed at the beginning of the zone where the reduced speed limit applies.
48 The End Speed Limit (R3(CA)) sign shall only be used to mark the end of a speed zone. 49 The R3(CA) sign shall not be used at a transition into a change in speed limits within a reduced zone.

Option:
50 The R3(CA) sign (see Figure 2B-3(CA)) may be used with the TRUCK (M4-4) plaque to mark the end of truck speed zones on descending grades.

Standard:
51 Speed limit signs shall be placed at the beginning of all restricted speed zones.

Option:
52 Where speed zones are longer than 1 mile, intermediate signs may be placed at approximate 1 mile intervals. For three or more lanes in each direction, dual installation may be used.

Standard:
53 The Speed Limit (R2-1) and End Speed Limit (R3(CA)) signs, as appropriate shall be placed at the end of all restricted speed zones.
54 Freeways with 65 mph and those segments where a speed limit of 70 mph has been approved by Caltrans, with approval by the California Highway Patrol, shall be posted as follows:
• At the segment entrance, R2-1 signs shall be installed right of traffic off of the right shoulder. • R2-1 signs shall also be installed off of the right shoulder only, throughout the segment, at a maximum of 25 mile intervals.

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs

California MUTCD 2014 Edition Page 142
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Option:
• The 25 mile interval may be modified to include locations following entrance ramps.

Standard:
• The R6-3(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each R2-1 sign, both at the beginning and throughout each 60, 65 or 70 mph segment. • The R6-4(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each R6-3(CA) sign.

Option:
• The SLOWER TRAFFIC KEEP RIGHT (R4-3) signs may be installed at locations where there is a tendency of the motorists to drive in the left-hand lane(s) below the normal speed of traffic.

Standard:
• Signs shall be placed in protected locations.
• At the end of the 70/65 mph segment, R2-1 signs shall be installed off of the right shoulder. 55 Freeway segments where a 55 mph speed limit has been approved by Caltrans, with the approval of the California Highway Patrol, shall be posted as follows:
• The beginning of the segment shall be posted with an R2-1 sign installed on the right shoulder and left shoulder where the median is of sufficient width to permit sign maintenance without lane closures.

Guidance:
• Subsequent signs should then be posted on the right shoulder, on approximate 3 mile intervals, with no more than 3 interchanges between signs.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
56 Conventional highways with 55 mph speed limits should be posted as follows:

Standard:
• The beginning of the segment shall be posted with an R2-1 sign installed on the right shoulder.

Guidance:
• Subsequent signs should then be posted on approximate 5 to 10 mile intervals and immediately after locations where significant volumes of traffic enter the segment.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.

Conventional highways with 65 mph speed limits should be posted as follows:
• The beginning of the segment should be posted with an R2-1 sign installed on the right shoulder. • Subsequent signs should then be posted at 5 to 10 mile intervals and after locations where significant volumes of traffic enter the segment.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.

Option:
57 Pavement markings with appropriate numerals (see Section 3B.21) may be used to supplement speed limit signs.

Standard:
58 The R2-1 and R6-3(CA) and R6-4(CA) signs giving maximum statewide speed limits for various types of vehicles shall be installed on all State highways near the points of entrance into California.

Guidance:
59 The R2-1 and R6-3(CA) and R6-4(CA) signs should be placed in a location to be most effectively viewed by the approaching motorists.

Standard:
60 Speed Limit (R2-1) signs shall be installed throughout segments of freeway with posted speed limits of 65 mph or 70 mph at a maximum of 25 mile intervals.

Option:
61 The 25 mile interval may be modified to include locations following entrance ramps.

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs

California MUTCD 2014 Edition Page 143
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
62 Speed Limit (R2-1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 65 mph at 5 mile to 10 mile intervals.
63 Speed Limit (R2-1) signs shall be installed throughout segments of freeway with a posted speed limit of 55 mph at approximately 3 mile intervals with no more than 3 interchanges between signs. 64 Speed Limit (R2-1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 55 mph at 5 mile to 10 mile intervals.

Speed Enforced Signs
Option:
65 The SPEED ENFORCED BY RADAR (R48(CA)) sign (see Figure 2B-3(CA)) may be used where the California Highway Patrol has received authority to use radar and requests such signs.

Guidance:
66 One sign should be used in each direction at the beginning of the segment of roadway, and at intervening major route intersections, where radar enforcement is in effect.

Support:
67 The R48(CA) sign is a stand-alone sign intended to alert motorists that speed is enforced by radar on a particular segment of roadway.

Option:
68 The RADAR ENFORCED (R48-1(CA)) sign (see Figure 2B-3(CA)) may be used in combination with the Speed Limit (R2- 1) sign on any roadway where law enforcement has the authority to use radar.

Guidance:
69 When used, the R48-1(CA) sign should be placed below the R2-1 sign, at the beginning of the segment of roadway and at intervening major intersections, where radar enforcement is in effect.

Option:
70 The SPEED ENFORCED BY AIRCRAFT (R48-2(CA)) sign (see Figure 2B-3(CA)) may be placed, when requested by the California Highway Patrol, on sections of highway regularly patrolled by aircraft.

Standard:
71 The R48-2(CA) sign shall be used for both directions of travel.

Guidance:
72 The R48-2(CA) sign should be placed at the beginning of the section and spaced at 25 mile intervals. See Figure 3B- 105(CA).

Vehicle Speed Feedback Signs
Option:
73 A Vehicle Speed Feedback sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit (R2-1) sign.

Standard:
74 If a Vehicle Speed Feedback sign displaying approach speeds is installed, the legend shall be YOUR SPEED XX.

The numerals displaying the speed shall be white, yellow, yellow-green or amber color on black background. When activated, lights shall be steady-burn conforming to the provisions of CVC Sections 21466 and 21466.5. Vehicle Speed Feedback signs shall not alternatively be operated as variable speed limit signs.

Guidance:
75 To the degree practical, numerals for displaying approach speeds should be similar font and size as numerals on the corresponding Speed Limit (R2-1) sign.

Option:
76 When used, the Vehicle Speed Feedback sign may be mounted on either a separate support or on the same support as the Speed Limit (R2-1) sign.
77 In lieu of lights, legend may be retroreflective film for flip-disk systems. 78 The legend YOUR SPEED may be white on black plaque located above the changeable speed display.

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs

California MUTCD 2014 Edition Page 144
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Support:
79 Driver comprehension may improve when the Vehicle Speed Feedback Sign is mounted on the same support below the Speed Limit (R2-1) sign.
80 Vehicle Speed Feedback Signs are appropriate for use with advisory speed signs and with temporary signs in temporary traffic control zones.

Basic Speed Law and Prima Facie Speed Limits – See CVC 22350 & 22352 Support:
81 The basic speed law states “No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.” Standard:
82 Prima facie speed limits are specific limits and shall apply unless changed based upon an engineering and traffic survey (E&TS) and signs are posted that display the new speed limit.

Option:
83 Prima facie speed limits may be preempted by the basic speed law, when roadway, traffic or weather conditions warrant a lower speed.

Use of Metric System Designations – See CVC 21351.3
Option:
84 Dual units for speed limits on signs may be placed on local streets and roads in both Metric and English units.

Guidance:
85 If used, dual unit speed limits should be rounded to the nearest 10 km/h for Metric and 5 mph for English units for posting on signs on local streets and roads.

Support:
86 Refer to AASHTO’s Traffic Engineering Metric Conversion Factors. See Section 1A.11 for information regarding this publication.

Standard:
87 Metric speed limits shall not be placed on State highways. For use in this California MUTCD, 70 mph shall be shown as a metric equivalent of 110 km/h, neither of which shall be used on any local street or road.

Legal Authority for Establishing Speed Limits
Support:
88 Delegation of legal authority to set speed limits on State highways is given to Caltrans District Directors. The District Director of each transportation district is authorized to issue orders regulating the speed of traffic, up to 65 mph on State highways. The Director of Caltrans retains the authority to approve variable, minimum, and maximum speeds up to 70 mph on State freeways.

Standard:
89 The speed limits shown in Table 2B-101(CA) shall apply, unless changed upon the basis of an engineering and traffic survey (E&TS).

Option:
90 The speed limits shown in Table 2B-102(CA) may apply, unless changed upon E&TS.

Variable Speed Limits on Freeways - See CVC 22355
Option:
91 The following speed limits may apply:
• Whenever Caltrans determines based upon an engineering and traffic survey (E&TS) that the safe and orderly movement of traffic upon any freeway segment will be facilitated by the establishment of variable speed limits. • Caltrans may erect, regulate, and control signs upon the state highway which is a freeway, or any portion thereof, which, if used, signs shall be designed to permit display of different speeds at various times of the day or night. • Such signs need not conform to the standards & specifications per CVC 21400, but if used, shall be of sufficient size and clarity to give adequate notice of the applicable speed limit.

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 145
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Minimum Speed Limits on State Highways - See CVC 22400
Option:
92 The following speed limits may apply:
• Whenever Caltrans determines based upon an engineering and traffic survey (E&TS) that slow speeds on any part of a state highway consistently impede the normal and reasonable movement of traffic, Caltrans may determine and declare a minimum speed limit. Appropriate signs giving notice shall then be installed on that segment. • A motorist can be cited for stopping or impeding the normal and reasonable movement of traffic unless the stop is necessary for safe operation and in compliance with the law.

Speed Traps
Support:
93 Refer to CVC 40802 for Speed Traps.

Standard:
94 A speed trap shall not apply to a local street, road, school zone, senior zone, or business activity district.

Support:
95 Senior zone is an area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign pursuant to CVC Section 22352.
96 Business activity district is a section of highway described in CVC Section 22358.9(b) in which a standard 25 mph or 20 mph speed limit sign has been posted pursuant to CVC Section 22358.9(a)(1).

Standard:
97 A section of highway shall be defined as a speed trap if the prima facie speed limit is not justified by an engineering and traffic survey (E&TS) within five years, and the enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. 98 This time provision shall be extended to seven years when using radar and all of the following criteria are met:
• The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training.
• The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation. 99 This time provision shall be extended to seven years when using laser or other electronic device (other than radar) and all of the following criteria are met:
• The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training.
• The arresting officer has successfully completed a minimum of 2 hours of additional approved certified training. • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation.

Option:
100 This time provision for an E&TS may be extended to fourteen years when all of the above conditions are met and no significant changes in roadway or traffic conditions have occurred, including changes in adjoining property or land use, roadway width, or traffic volume as determined by a registered engineer.

Truck Speed Zone on Descending Grades
Guidance:
101 Highway descending grades, if used for posting TRUCK Speed Limit signs (R2-1 and M4-4) for trucks travelling downhill, should have recorded incident history of runaway commercial vehicles. Descending grades shorter than 1 mile should be avoided for posting signs because deceleration of vehicles due to braking action can generally provide sufficient control on descending grades of less than 1 mile.

Support:
102 To establish a downhill truck speed limit, a physical profile showing length and gradient and a downhill speed profile for three or more axle commercial vehicles with a gross rating of 10,000 lbs. or more will be provided.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs

November 7, 2014
California MUTCD 2014 Edition Page 146
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
103 Speed profiles for truck speed limits shall be prepared on the same form as other speed surveys. An analysis of collisions involving trucks shall be prepared.

Guidance:
104 Posted speeds should be on the low side of the scale, generally within the pace of loaded commercial vehicles.

Standard:
105 If warranted, the Caltrans District Director shall issue a standard speed zone order.

Support:
106 Posting of the regulation will be by placement of a standard 36 x 45 inch Speed Limit (R2-1) sign with a TRUCK (M4-4) plate above.

Standard:
107 A standard End Speed Limit (R3(CA)) sign with TRUCK (M4-4) plate shall be posted at the end of the truck zone when appropriate.

Speed Zones in Temporary Traffic Control Areas
Support:
108 For signing and establishing speed zones in temporary traffic control areas, refer to Section 6C.01 in Part 6.

Speed Zones and Traffic Signals
Standard:
109 An agency changing the speed limits within its jurisdiction shall report the speed limit change to the agency operating and maintaining traffic signals within the speed zone no later than 30 days before changing the posted speed limit.

Support:
110 Changing the signal timing and adjusting the advance detector loops based on the revised speed limits can enhance the operations of the traffic signal.

Section 2B.14 Truck Speed Limit Plaque (R2-2P)
Standard:
01 Where a special speed limit applies to trucks or other vehicles, the legend TRUCKS XX or such similar legend shall be displayed below the legend Speed Limit XX on the same sign or on a separate R2-2P plaque (see Figure 2B-3) below the standard legend.
02 The Truck Speed Limit (R2-2) sign shall not be used in California. The TRUCK (M4-4) plaque placed above the Speed Limit (R2-1) sign shall be used instead.
03 The TRUCK (M4-4) plaque shall be placed above the Speed Limit (R2-1) sign to indicate the truck speed limit. It shall also be placed above the End Speed Limit (R3(CA)) sign to mark the end of truck speed limits.

Support:
04 Refer to Section 2B.13 for more details.

Section 2B.15 Night Speed Limit Plaque (R2-3P)
Standard:
01 Where different speed limits are prescribed for day and night, both limits shall be posted.

Guidance:
02 A Night Speed Limit (R2-3P) plaque (see Figure 2B-3) should be reversed using a white retroreflectorized legend and border on a black background.

Option:
03 A Night Speed Limit plaque may be combined with or installed below the standard Speed Limit (R2-1) sign.

Support:
04 Refer to CVC 22355.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised March 27, 2020 Part 2 – Signs

____________________________________________________________________________________________ ___________
_________________________________________________________________________________ California MUTCD 2014 Edition Page 258
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 7 of 7)

Sign or Plaque Sign
Designation Section
Conventional Road
Expressway Freeway Minimum Oversized Single
Lane
Multi-
Lane

FREEWAY - ACCESS RIGHTS

RESTRICTED ON THIS SECTION OF

HIGHWAY
S3-1(CA) 2B.39 30 x 24 30 x 24 --- --- --- ---

STATE PROPERTY - NO DUMPING -
NO PARKING - NO TRESPASSING S8(CA) 2B.111 36 x 22 36 x 22 --- --- --- ---

STATE PROPERTY - ANY PERSON

REMOVING OR MOLESTING SAME

WILL BE PROSECUTED
S20(CA) 2B.111 24 x 18 24 x 18 --- --- --- ---
Weigh Station Repair Service plaque S21(CA) 2B.60 36 x 24 36 x 24 --- --- --- --- Rest Area/Vista Point 8 HOUR
PARKING S23(CA) 2B.46,
2I.05 24 x 24 24 x 24 --- --- --- ---
DAYLIGHT HEADLIGHT SECTION S30-1(CA) 2B.64 84 x 54 84 x 54 --- --- --- ---

TURN ON HEADLIGHTS NEXT X
MILES S30-2(CA) 2B.64 108 x 54 108 x 54 --- --- --- ---

END DAYLIGHT HEADLIGHT
SECTION S30-3(CA) 2B.64 84 x 66 84 x 66 --- --- --- --- TURN ON HEADLIGHTS S30-4(CA) 2B.64 84 x 42 84 x 42 --- --- --- --- CHECK HEADLIGHTS S30-5(CA) 2B.64 84 x 42 84 x 42 --- --- --- --- Safety Corridor Sign S33(CA) 2B.64 102 x 48 102 x 48 --- --- --- --- Table 2B-101(CA). Standard Application of Speed Limits per California Vehicle Code

Speed Determined
by Roadway Facility CVC Section
15 mph State or
local authority
 Railroad grade crossing with obstructed view
 Uncontrolled highway intersection with obstructed view  An alley
22352.a.1
15 & 20 mph State or
local authority
Where the prima facie speed of 25 mph is more than is reasonable or safe  Narrow street not exceeding 25 feet other than a State Highway in a business or residential area or in a public park
 Road near a school or senior center facility
22358.3 &
22358.4
25 mph State or
local authority
 Any highway in any business or residential district  A street contiguous to senior citizen facility other than a State highway  Adjacent to a children’s playground in a public park, but only during particular hours or days when children are expected to use facilities 22352.b &
22357.1
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs

Chapter 2B – Regulatory Signs, Barricades, and Gates
Part 2 – Signs
Revised February 6, 2023

cle Code
California MUTCD 2014 Edition Page 259
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-102
(CA). Standard Application of Speed Limits per California Vehicle Code Speed Determined by Roadway Facility CVC
Section
15 to 60 mph Caltrans State highway, based on an E&TS where ethe limit of 65 mph is more than reasonable or safe 22354
15 to 60 mph
Local city council
or county board
of supervisors for
Caltrans
State highway, local entities may conduct a public hearing on proposed increases or decreases and the State Department of Transportation shall take into consideration the results of the public hearing
22354.5
30 to 65 mph Local authority
Any street other than a State highway, by ordinance, may post a prima facie speed limit based on an E&TS where a speed > 25 mph would facilitate the orderly movement of vehicular traffic and would be reasonable and safe
22357
15 to 60 mph Local authority
Any street other than a State highway, by ordinance, may post a prima facie speed limit based on an E&TS where the limit of 65 mph is more than is reasonable and safe
22358.8(a)
20 to 50 mph for
Trucks
State or
local authority
Highways under their respective jurisdiction where 55 mph is more than is reasonable or safe for vehicles mentioned in CVC 22406 (Trucks and other large vehicles)
22407
Maximum Speed
55 mph
State or
local authority
 Two-lane, u
ndivided highway
 Any highway if driving any of the following vehicles:
a. Motortruck or truck tractor with > 3 axles
b. Passenger vehicle or bus towing any other vehicle c. School bus transporting any school pupil
d. A farm labor vehicle when transporting passengers
e. A vehicle transporting explosives
f. A trailer bus
2234

9.b & .c
and 22406
Maximum Speed
Limit of 65 mph
State or
local authority
Any highway, posted at 65 mph based upon an E&TS, for
vehicles not subject to CVC 22406
22349(a) &
22349
Maximum
Freeway Speed
Limit 70 mph
Caltrans
Freeways, after consultation with the California Highway Patrol, based upon an E&TS, or upon the basis of appropriate designs standards and projected traffic volumes in the case of newly constructed freeway segments, for vehicles not subject to CVC 22406
22356

November 7, 2014
California MUTCD 2014 Edition Page 260
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-103(CA). Examples showing applicability of rounding and additional speed reduction on State Highway System
85th-Percentile
Speed (mph)
Rounding to
nearest 5 mph
increment (CVC
22358.6(a))
If rounding to
nearest is up,
may round down
(CVC 22358.6(c))
If rounding to
nearest is down,
may additionally
lower by 5 mph
(CVC 22358.6(b))

47.5-50.0 50 45 N/A

45.1-47.4 45 N/A 40

42.5-45.0 45 40 N/A

40.1-42.4 40 N/A 35
Note – CVC Sections 22358.7, 22358.8 & 22358.9 are applicable to local agency roadways and public properties subjected to CVC, they are not applicable to the State Highway System. Refer to Section 2B.13 for more details.

Table 2B-104(CA). Examples showing applicability of rounding and additional speed reduction on Local Agency’s Roadways & Private Property Subjected to CVC
85th-Percentile
Speed (mph)
Rounding to
nearest 5 mph
increment (CVC
22358.6(a))
If rounding to
nearest is up,
may round down
(CVC 22358.6(c))
If rounding to
nearest is down,
may additionally
lower by 5 mph
(CVC 22358.6(b))
If safety corridor or
adjacent to high
concentration of
bicyclists &
pedestrians, may
additionally lower by
5 mph (CVC 22358.7)*

47.5-50.0 50 45 N/A 40

45.1-47.4 45 N/A 40 35

42.5-45.0 45 40 N/A 35

40.1-42.4 40 N/A 35 30
* Note – CVC Sections 22358.7, 22358.8 & 22358.9 are applicable to local agency roadways and private properties subjected to CVC, they are not applicable to the State Highway System. Refer to Section 2B.13 for more details.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs

Table 2B-105(CA). Safety Corridor Factors
Category Factors
Crash Weighting Factors to
Develop One Serious/Fatal
Injury Safety Corridor
 Crash severity: Fatal Crashes, Serious Injury Crashes  Mode: Pedestrian-bicycle related crashes, vehicle/other  Disadvantaged Community Status: MPO/RTPA or locally defined disadvantaged community status based on most current version of CalEnviroScreen
 Vulnerable Populations: Seniors (age 65 and older) and Youth (under age 15) based on the American Community Survey
 School proximity (within 0.25 miles) based on the California School Campus Database
 Systemic or Predicted Crashes
Crash Density
Each roadway segment block may be converted into ~ 0.25 mile overlapping or contiguous “corridor” segments to create a consistent unit of measurement and assess the concentration of linear patterns of crashes within a defined distance. The highest scoring (i.e. most fatal and serious injury crashes per mile) “corridor” segments within a street needs to be identified and an appropriate threshold set to determine safety corridor eligibility.

Maintenance The jurisdiction may establish a review and re-evaluation frequency for safety corridors. However, such frequency need not exceed seven years.

November 7, 2014
California MUTCD 2014 Edition Page 261
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Chapter 2B – Regulatory Signs, Barricades, and Gates Revised April 1, 2025 Part 2 – Signs

Category Generator
Employment centers
Presence of retail
Parks, multi-use trails, and recreational destinations
Land Use Schools/universities
Senior Centers
Cultural areas, entertainment space areas, or areas of community significance Religious facilities
Health/medical facilities
Transit Factors Transit stops
Transit Oriented Developments/Transit Priority Areas
Sidewalk presence
Presence of Crosswalk presence
Pedestrian/Bicyclist Bikeway presence
Infrastructure Nearby signalized intersections on four-way intersections Presence of micromobility devices such as bicycles or scooters Demographic Factors
Presence of vulnerable groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused MPO/RTPA or locally defined disadvantaged community status Presence of students (all levels)
Local Data Need identified in a safety analysis such as a road safety audit or formalized planning document such as a local road safety plan
November 7, 2014
California MUTCD 2014 Edition Page 262
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-106(CA). Requirements to determine Land or Facility that Generates High Concentrations of Bicyclists or Pedestrians
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs
APPENDIX C
Traffic Radar Certifications
Traffic Radar Equipment Certification
Traffic Radar Operator Certification
Created With Tiny Scanner
Created With Tiny Scanner
Created With Tiny Scanner

CERTIFICATE OF COMPLETION
THIS IS TO CERTIFY THAT –

1. Tyler Baker of ATD Traffic/NDS Data has successfully completed a Radar Operator course. This was based upon the national standards as outlined by the National Highway Traffic Safety Administration, and the California Highway Patrol radar manual, and the radar program of the Alameda County Sheriff’s Office. This instructor is Scott Miller, a deputy sheriff since 1995 and a California P.O.S.T. certified Radar and Laser Instructor since 2011.

2. Tyler Baker completed the classroom instruction and theory of Radar devices, case law, traffic and engineering surveys, FCC regulations, the California Vehicle Code and California case law as well as the test, set-up, operation and identification of erroneous readings.

3. Tyler Baker has demonstrated competence in test and set-up of the Radar device, in making accurate visual speed estimations and identifying erroneous reading in field settings.

4. Tyler Baker of ATD Traffic/NDS Data is hereby certified as having completed a course of instruction for the purposes of Radar operation for determining car counts and raw data for traffic and engineering surveys as our lined in sections 627, 21400, the 22350 series and the 40800 series of the California Vehicle Code, Chapter 8 of the former Cal Trans Manual and applicable sections of Chapter 2 of MUTCD issued January 13, 2012. This certification is awarded on the 6th Day of April 2017.

Scott Miller

POST INSTRUCTOR

CERTIFICATE OF COMPLETION
THIS IS TO CERTIFY THAT –

1. Tam Truc Nguyen of ATD Traffic/NDS Data has successfully completed a Radar Operator course. This was based upon the national standards as outlined by the National Highway Traffic Safety Administration, and the California Highway Patrol radar manual, and the radar program of the Alameda County Sheriff’s Office. This instructor is Scott Miller, a deputy sheriff since 1995 and a California P.O.S.T. certified Radar and Laser Instructor since 2011.

2. Tam Truc Nguyen completed the classroom instruction and theory of Radar devices, case law, traffic and engineering surveys, FCC regulations, the California Vehicle Code and California case law as well as the test, set-up, operation and identification of erroneous readings.

3. Tam Truc Nguyen has demonstrated competence in test and set-up of the Radar device, in making accurate visual speed estimations and identifying erroneous reading in field settings.

4. Tam Truc Nguyen of ATD Traffic/NDS Data is hereby certified as having completed a course of instruction for the purposes of Radar operation for determining car counts and raw data for traffic and engineering surveys as our lined in sections 627, 21400, the 22350 series and the 40800 series of the California Vehicle Code, Chapter 8 of the former Cal Trans Manual and applicable sections of Chapter 2 of MUTCD issued January 13, 2012. This certification is awarded on the 6th Day of April 2017.

Scott Miller

POST INSTRUCTOR

APPENDIX D
Engineering and Traffic Survey Summary Reports

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline, yellow centerline, striped shoulder, on-street parkin 61 0
60 0 ADJACENT LAND USE: Industrial, flood control channel 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 773 vehicles SEGMENT LENGTH: 0.45 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 37 M.P.H.
45 0
44 X X 2 50TH %: 30 M.P.H.
43 X 1
42 0 15TH %: 20 M.P.H.
41 X 1
40 0 AVERAGE SPEED: 29 M.P.H.
39 X X X X 4
38 X X 2 10 MPH PACE: 27 - 36 M.P.H.
37 X X 2
36 X 1 * % IN PACE: 54%
35 X X X 3 *
34 X X X 3 * % OVER PACE: 17%
33 X 1 P
32 X X X X X X 6 A % UNDER PACE: 30%
31 X X X X X X X X 8 C
30 X X X X X 5 E
29 X X X X 4 * ROADWAY CHARACTERISTICS Multiple driveways, horizontal curve, no left turn channelization, on-street parking 28 X X X 3 * NOT APPARENT TO DRIVERS:
27 X X X X 4 *
26 X 1
25 X 1
24 X X 2
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X 2
21 X X 2 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X X 3
19 X X X 3 SHARED JURISDICTION SPEED: M.P.H.
18 X X X X 4
17 X 1
16 X X 2 OBSERVED BY: NDS
15 0
GRAND TOTALS 71 REVIEWED BY: Ruben Perales
35 ROADWAY: Altura Boulevard
3/11/2025
LIMITS: Descanso Avenue to Artesia Boulevard
11:40 AM - 1:40 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
001 AltDesArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, two-way left turn center lane, raised median, double-double yellow island, 61 0 left turn channelization
60 0 ADJACENT LAND USE: Industrial, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 7,948 vehicles SEGMENT LENGTH: 1.04 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 0
47 X X 2
46 X X X 3 85TH %: 43 M.P.H.
45 X X X X 4
44 X X X X X 5 50TH %: 33 M.P.H.
43 X X X 3
42 0 15TH %: 27 M.P.H.
41 X 1
40 0 AVERAGE SPEED: 34 M.P.H.
39 X X 2
38 X X X X X X X X X X X 11 * 10 MPH PACE: 29 - 38 M.P.H. 37 X X X 3 *
36 X X 2 * % IN PACE: 52%
35 X X X X X X 6 P
34 X X X X X 5 A % OVER PACE: 21%
33 X X X X X X X 7 C
32 X 1 E % UNDER PACE: 27%
31 X X X X 4 *
30 X X X X X 5 *
29 X X X X X X X X 8 * ROADWAY CHARACTERISTICS Multiple driveways, multiple railroad crossings 28 X X X X 4 NOT APPARENT TO DRIVERS:
27 X X X X X X X X 8
26 X X X 3
25 X X X X 4
24 0
23 X 1 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X 3
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 0
19 X X 2 SHARED JURISDICTION SPEED: M.P.H.
18 X 1
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Artesia Boulevard
3/11/2025
LIMITS: West City Limits to Knott Avenue
9:32 - 10:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
002 ArtWCLKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes WB, 3 lanes EB, raised median, striped median, double yellow centerline, double-double 61 0 yellow island, two-way left turn center lane, left turn channelization 60 0 ADJACENT LAND USE: Residential, Commerical
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 22,945 vehicles SEGMENT LENGTH: 0.76 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 4 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 35 M.P.H.
45 0
44 X X 2 50TH %: 29 M.P.H.
43 0
42 0 15TH %: 23 M.P.H.
41 0
40 X X 2 AVERAGE SPEED: 29 M.P.H.
39 X X X 3
38 X X 2 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X 4 *
36 X X 2 * % IN PACE: 54%
35 X X X X X X X 7 *
34 X X X X X X X 7 P % OVER PACE: 9%
33 X X X X X X X X 8 A
32 X X X X X X X 7 C % UNDER PACE: 37%
31 X 1 E
30 X X X X X 5 *
29 X X X X X 5 * ROADWAY CHARACTERISTICS Multiple driveways 28 X X X X X X X X X 9 * NOT APPARENT TO DRIVERS:
27 X X 2
26 0
25 X X X X X 5
24 X X X X 4
23 X X X X X X X X X X X 11 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X X X X X 7
21 X X X 3 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X X X X 5
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 101 REVIEWED BY: Ruben Perales
35 ROADWAY: Artesia Boulevard
3/11/2025
LIMITS: Knott Avenue to Beach Boulevard
10:25 - 10:51 AM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
003 ArtKnoBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, two-way left turn center lane, raised median with landscaping, 61 0 double yellow centerline, double-double yellow island, left turn channelization 60 0 ADJACENT LAND USE: Residential, Commercial, Fire Station, School, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 17,231 vehicles SEGMENT LENGTH: 0.77 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 4 midblock collisions 50 0
49 X X 2 ACCIDENT RATE: 0.28 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 X 1
46 X 1 85TH %: 41 M.P.H.
45 X X 2
44 0 50TH %: 37 M.P.H.
43 X X X X 4
42 X X X X X X X X 8 * 15TH %: 31 M.P.H.
41 X X X X X X X X X X X X X X X X X 17 *
40 X X X X X X X X X X X 11 * AVERAGE SPEED: 36 M.P.H. 39 X X X X X X X X X 9 P
38 X X X X X X X X 8 A 10 MPH PACE: 33 - 42 M.P.H.
37 X X X X X X X X X X 10 C
36 X X X X X X X X X X X 11 E % IN PACE: 73%
35 X X X X X X X X 8 *
34 X X X X X X X X X 9 * % OVER PACE: 7%
33 X X X X X X X X X X X 11 *
32 X X X X X X 6 % UNDER PACE: 20%
31 X X X X 4
30 X X X X X 5
29 X X X 3 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X 2 NOT APPARENT TO DRIVERS:
27 X 1
26 0
25 X X X X 4
24 X 1
23 X X 2 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 140 REVIEWED BY: Ruben Perales
35 ROADWAY: Artesia Boulevard
3/12/2025
LIMITS: Beach Boulevard to East City Limits
9:00 - 10:00 AM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
004 ArtBeaECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
60 0
59 0 STREET CLASIFICATION: Minor Arterial
58 0
57 0 ROADWAY DESCRIPTION: 2 lanes in each direction, raised median with landscaping, left turn channelization, on-street parkin 56 0
55 0 ADJACENT LAND USE: Commercial
54 0
53 0 ROADWAY CONDITIONS: Good
52 0
51 0 WEATHER: Clear/Dry
50 0
49 0 AVERAGE DAILY TRAFFIC: 1,696 vehicles SEGMENT LENGTH: 0.12 miles 48 0
47 0
46 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 45 0
44 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 43 0
42 0
41 0 85TH %: 25 M.P.H.
40 0
39 0 50TH %: 19 M.P.H.
38 0
37 0 15TH %: 16 M.P.H.
36 0
35 0 AVERAGE SPEED: 19 M.P.H.
34 0
33 0 10 MPH PACE: 14 - 23 M.P.H.
32 0
31 0 % IN PACE: 79%
30 0
29 0 % OVER PACE: 18%
28 X 1
27 X X 2 % UNDER PACE: 3%
26 X X 2
25 X X X X X 5
24 X 1 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 23 X X X X X 5 * NOT APPARENT TO DRIVERS:
22 X X 2 *
21 X X X 3 *
20 X X X X X X X X 8 P
19 X X X X 4 A
18 X X X 3 C EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):
17 X X X X X X X 7 E
16 X X X X X X X X X 9 * ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 15 X X X X 4 *
14 X X X 3 * SHARED JURISDICTION SPEED: M.P.H.
13 X 1
12 X 1
11 0 OBSERVED BY: NDS
10 0
GRAND TOTALS 61 REVIEWED BY: Ruben Perales
25 ROADWAY: Auto Center Drive
3/11/2025
LIMITS: CarMax Roundabout to Western Avenue
10:25 AM - 12:25 PM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
005 AutCarWes.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Second Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, raised median, left turn channelization, on-street parking 61 0
60 0 ADJACENT LAND USE: Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 10,789 vehicles SEGMENT LENGTH: 0.30 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 36 M.P.H.
45 0
44 0 50TH %: 32 M.P.H.
43 0
42 0 15TH %: 28 M.P.H.
41 0
40 X 1 AVERAGE SPEED: 32 M.P.H.
39 X X 2
38 X X X X 4 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X X 6 *
36 X X X X X X X X X 9 * % IN PACE: 79%
35 X X X X X X X X X 9 *
34 X X X X X X X 7 P % OVER PACE: 7%
33 X X X X X X X X 8 A
32 X X X X X X X X X X X X 12 C % UNDER PACE: 14%
31 X X X X X X 6 E
30 X X X X X X X X X 9 *
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X X X X X 6 * NOT APPARENT TO DRIVERS:
27 X X X X X 5
26 X X X X X X 6
25 X 1
24 X 1
23 X 1 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Auto Center Drive
3/11/2025
LIMITS: Western Avenue to Beach Boulevard
1:35 - 2:10 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
006 AutWesBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, raised median with landscaping, left turn channelization, 61 0 on-street parking
60 0 ADJACENT LAND USE: Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 11,839 vehicles SEGMENT LENGTH: 0.41 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 41 M.P.H.
45 X 1
44 X X 2 50TH %: 38 M.P.H.
43 X X X X X 5
42 X X X X X X 6 * 15TH %: 34 M.P.H.
41 X X X X X X X X X X 10 *
40 X X X X X X X X X X X X 12 * AVERAGE SPEED: 38 M.P.H. 39 X X X X X X X X X X 10 P
38 X X X X X X X X X X X X 12 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X 10 C
36 X X X X X X 6 E % IN PACE: 83%
35 X X X X X X 6 *
34 X X X X X X X X X 9 * % OVER PACE: 8%
33 X X X X X X 6 *
32 X X X 3 % UNDER PACE: 10%
31 X X X 3
30 X X X 3
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, horizontal curvature 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 105 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Auto Center Drive
3/11/2025
LIMITS: Beach Boulevard to I-5 Off-Ramp
2:15 - 2:50 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
007 AutBeaI5.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, segments of 2 lanes (WB) and 2 lanes (EB), rasied median with landscaping 61 0 yellow centerline, double yellow centerline, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 3,534 vehicles SEGMENT LENGTH: 0.77 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/20224(3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 34 M.P.H.
45 0
44 0 50TH %: 30 M.P.H.
43 0
42 0 15TH %: 25 M.P.H.
41 0
40 0 AVERAGE SPEED: 30 M.P.H.
39 0
38 X 1 10 MPH PACE: 24 - 33 M.P.H.
37 X X 2
36 X X X X X X 6 % IN PACE: 78%
35 X X X 3
34 X X X X X 5 % OVER PACE: 17%
33 X X X X X X X X 8 *
32 X X X X X X X X 8 * % UNDER PACE: 5%
31 X X X X X X X X X 9 *
30 X X X X X X X X X X X X 12 P
29 X X X X X X X 7 A ROADWAY CHARACTERISTICS Multiple driveways, horizontal curve, on-street parking, narrow road 28 X X X X X X X X 8 C NOT APPARENT TO DRIVERS:
27 X X X X X X X 7 E
26 X X X X X X 6 *
25 X X X X X X X 7 *
24 X X X X X X 6 *
23 X X X 3 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
35 ROADWAY: Auto Center Drive
2/18/2025
LIMITS: I-5 Off-Ramp to Orangethorpe Avenue
9:00 - 10:30 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
008 AutI5Ora.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, two-way left turn center lane, bike lanes 61 0
60 0 ADJACENT LAND USE: Residential
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 18,762 vehicles SEGMENT LENGTH: 0.30 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.16 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 0 *
47 0 *
46 X X X 3 * 85TH %: 44 M.P.H.
45 X X X X X X X 7 P
44 X X X X X X X X X X X X X 13 A 50TH %: 42 M.P.H.
43 X X X X X X X X X X X X X X X X X X X X X X 22 C
42 X X X X X X X X X X X X X X X X X X X X 20 E 15TH %: 40 M.P.H. 41 X X X X X X X X X X X X X 13 *
40 X X X X X X X X X X X X X X 14 * AVERAGE SPEED: 42 M.P.H. 39 X X X X X X X X 8 *
38 0 10 MPH PACE: 39 - 48 M.P.H.
37 0
36 0 % IN PACE: 100%
35 0
34 0 % OVER PACE: 0%
33 0
32 0 % UNDER PACE: 0%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Bike lanes with buffer zone 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
45 ROADWAY: Ball Road
3/13/2025
LIMITS: West City Limits to East City Limits
9:00 - 10:30 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
009 BalWCLECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, raised median with landscaping, left turn channelization 61 0
60 0 ADJACENT LAND USE: Commercial, Residential, City Hall, Church, Shopping Mall, School 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 42,169 vehicles SEGMENT LENGTH: 0.64 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 36 M.P.H.
45 0
44 0 50TH %: 33 M.P.H.
43 0
42 0 15TH %: 29 M.P.H.
41 0
40 X 1 AVERAGE SPEED: 33 M.P.H.
39 X X X 3
38 X X X X 4 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X X 6 *
36 X X X X X X X X 8 * % IN PACE: 85%
35 X X X X X X X X X 9 *
34 X X X X X X X X X 9 P % OVER PACE: 8%
33 X X X X X X X X X X X 11 A
32 X X X X X X X X X X X 11 C % UNDER PACE: 7%
31 X X X X X X X X 8 E
30 X X X X X X X X X 9 *
29 X X X X X X X X 8 * ROADWAY CHARACTERISTICS Multiple driveways 28 X X X X X X 6 * NOT APPARENT TO DRIVERS:
27 X X X X 4
26 X X 2
25 X 1
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Beach Boulevard
2/18/2025
LIMITS: Ninth Street to SR-91 Freeway
11:00 AM - 12:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
010 BeaNinSR91.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes per direction, raised median with landscaping, left turn channelization 61 0
60 0 ADJACENT LAND USE: Commercial, Residential
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 49,493 vehicles SEGMENT LENGTH: 0.29 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 37 M.P.H.
45 0
44 0 50TH %: 33 M.P.H.
43 0
42 0 15TH %: 29 M.P.H.
41 X 1
40 X X 2 AVERAGE SPEED: 33 M.P.H.
39 X X X 3
38 X X X X 4 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X X X 7 *
36 X X X X X X 6 * % IN PACE: 82%
35 X X X X X X X X X 9 *
34 X X X X X X X X X 9 P % OVER PACE: 10%
33 X X X X X X X X X X 10 A
32 X X X X X X X X X X 10 C % UNDER PACE: 8%
31 X X X X X X X X X X 10 E
30 X X X X X X X X 8 *
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Multiple driveways 28 X X X X X X 6 * NOT APPARENT TO DRIVERS:
27 X X X X 4
26 X X X 3
25 X 1
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Beach Boulevard
2/18/2025
LIMITS: SR-91 Freeway to Medieval Times
12:30 - 1:30 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
011 BeaSR91Med.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 4 lanes each direction, left turn channelization, raised median with landscaping 61 0
60 0 ADJACENT LAND USE: Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 47,773 vehicles SEGMENT LENGTH: 0.36 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 X X 2
46 0 85TH %: 39 M.P.H.
45 0
44 X X 2 50TH %: 32 M.P.H.
43 X 1
42 X X X 3 15TH %: 26 M.P.H.
41 X 1
40 X X 2 AVERAGE SPEED: 32 M.P.H.
39 X X X X X X 6
38 X X X 3 10 MPH PACE: 26 - 35 M.P.H.
37 X X X X 4
36 X X X X X 5 % IN PACE: 62%
35 X X X X X X X X X 9 *
34 X X X X X X 6 * % OVER PACE: 27%
33 X X X 3 *
32 X X X X X X X X 8 P % UNDER PACE: 11%
31 X X X X X 5 A
30 X X X X X X X 7 C
29 X X X X X 5 E ROADWAY CHARACTERISTICS Multiple driveways, high pedestrian activity 28 X X X X X X X X X X X 11 * NOT APPARENT TO DRIVERS:
27 X X X X X X X X 8 *
26 X X X X X X 6 *
25 X X X 3
24 X X X X X 5
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 X X 2 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X 1
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 110 REVIEWED BY: Ruben Perales
35 ROADWAY: Beach Boulevard
3/13/2025
LIMITS: Medieval Times to La Palma Avenue
9:00 - 11:00 AM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
012 BeaMedPal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 4 lanes each direction, raised median with landscape 61 0
60 0 ADJACENT LAND USE: Commercial, Amusement park
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 40,043 vehicles SEGMENT LENGTH: 0.52 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X 1
47 X X 2
46 X 1 85TH %: 39 M.P.H.
45 X 1
44 X X 2 50TH %: 33 M.P.H.
43 X 1
42 X 1 15TH %: 28 M.P.H.
41 X X X 3
40 X X X X X X 6 AVERAGE SPEED: 33 M.P.H.
39 X X X X X X X 7
38 X X 2 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X 5 *
36 X X X X X X X X 8 * % IN PACE: 70%
35 X X X X X X X X 8 *
34 X X X X X X X X X X 10 P % OVER PACE: 21%
33 X X X X X X X X X X 10 A
32 X X X X X X X X X X X 11 C % UNDER PACE: 9%
31 X X X X 4 E
30 X X X X X X X X X X X 11 *
29 X X X X X X X X X X X X X X 14 * ROADWAY CHARACTERISTICS Horizontal curvature, high pedestrian activity 28 X X X X X X X X X 9 * NOT APPARENT TO DRIVERS:
27 X X X X 4
26 0
25 X 1
24 X X 2
23 X X 2 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X 2
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 129 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Beach Boulevard
3/13/2025
LIMITS: La Palma Avenue to Crescent Avenue
3:00 - 4:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
013 BeaPalCre.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 4 lanes each direction, left turn channelization, raised median with landscaping 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 35,461 vehicles SEGMENT LENGTH: 0.29 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 X X 2 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X 1
47 X 1
46 X X 2 85TH %: 43 M.P.H.
45 X X X X 4
44 X X X X X 5 50TH %: 35 M.P.H.
43 X X X X 4
42 X X X X 4 15TH %: 30 M.P.H.
41 X X X X X 5
40 X X X 3 AVERAGE SPEED: 36 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X X X X X X X 11 * 10 MPH PACE: 30 - 39 M.P.H. 37 X X X X X 5 *
36 X X X X X X X 7 P % IN PACE: 61%
35 X X X X X X X X X X 10 A
34 X X X X X X X 7 C % OVER PACE: 25%
33 X X X X X X X X X X X 11 E
32 X X X X X X X 7 * % UNDER PACE: 13%
31 X X X X X X 6 *
30 X X X X X X 6 *
29 X X X X X X X 7 ROADWAY CHARACTERISTICS Multiple driveways 28 X 1 NOT APPARENT TO DRIVERS:
27 X X 2
26 X 1
25 X X 2
24 0
23 X 1 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X 1
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 127 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Beach Boulevard
3/13/2025
LIMITS: Crescent Avenue to South City Limits
11:00 AM - 12:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
014 BeaCreSCL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Collector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, yellow centerline, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 2,498 vehicles SEGMENT LENGTH: 0.48 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 39 M.P.H.
45 0
44 X 1 50TH %: 32 M.P.H.
43 0
42 X X X 3 15TH %: 27 M.P.H.
41 X X X X 4
40 X X X X X 5 AVERAGE SPEED: 33 M.P.H.
39 X X X 3
38 X 1 10 MPH PACE: 27 - 36 M.P.H.
37 X X X X X X 6
36 X X X X 4 * % IN PACE: 70%
35 X X X X X X 6 *
34 X X X 3 * % OVER PACE: 23%
33 X X X X X X X 7 P
32 X X X X X X X 7 A % UNDER PACE: 7%
31 X X X X X X X X X X X 11 C
30 X X X X X X X X X X X 11 E
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, railroad crossing 28 X X X X 4 * NOT APPARENT TO DRIVERS:
27 X X X X X X X X X X 10 *
26 X 1
25 X X X 3
24 X X X 3
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Caballero Boulevard
3/25/2025
LIMITS: Valley View Street to Regio Avenue
9:15 - 11:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
015 CabCalReg.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Collector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, yellow centerline, double yellow centerline 61 0
60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 2,574 vehicles SEGMENT LENGTH: 0.65 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 33 M.P.H.
45 0
44 0 50TH %: 29 M.P.H.
43 0
42 X 1 15TH %: 26 M.P.H.
41 0
40 0 AVERAGE SPEED: 29 M.P.H.
39 X 1
38 X X 2 10 MPH PACE: 24 - 33 M.P.H.
37 X 1
36 X 1 % IN PACE: 88%
35 X X 2
34 X X X 3 % OVER PACE: 11%
33 X X X X X X 6 *
32 X X X X X X 6 * % UNDER PACE: 1%
31 X X X X X X X 7 *
30 X X X X X X X X X X X 11 P
29 X X X X X X X X X X X X 12 A ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, horizontal curvature 28 X X X X X X X X X X X X X X 14 C NOT APPARENT TO DRIVERS:
27 X X X X X X X X X X X 11 E
26 X X X X X X X X X X 10 *
25 X X X X X X X 7 *
24 X X X X 4 *
23 X 1 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
35 ROADWAY: Caballero Boulevard
3/27/2025
LIMITS: Regio Avenue to Knott Avenue
3:00 - 4:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
016 CabRegKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, School, Park
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 2,766 vehicles SEGMENT LENGTH: 0.44 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 33 M.P.H.
45 0
44 0 50TH %: 28 M.P.H.
43 0
42 0 15TH %: 24 M.P.H.
41 0
40 0 AVERAGE SPEED: 28 M.P.H.
39 0
38 0 10 MPH PACE: 25 - 34 M.P.H.
37 X 1
36 X 1 % IN PACE: 80%
35 X X 2
34 X X X X X X 6 * % OVER PACE: 4%
33 X X X X X X X 7 *
32 X X X X X X X X X 9 * % UNDER PACE: 16%
31 X X X X X X 6 P
30 X X X X X X X X X X 10 A
29 X X X X X X X 7 C ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature, on-street parking, uncontrolled school crossing, 28 X X X X X X X X X X 10 E NOT APPARENT TO DRIVERS:
27 X X X X X X X X X X X 11 * school zone, no left turn channelization 26 X X X X X X X X 8 *
25 X X X X X X X X 8 *
24 X X X X X X 6
23 X X 2 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X 3
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X X 3
19 X 1 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 102 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
30 ROADWAY: Cameron Drive
2/26/2025
LIMITS: Beach Boulevard to Country Club Drive
2:00 - 4:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
017 CamBeaCou.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, double-double yellow median, two-way left turn 61 0 center lane, left turn chanelization, bike lane (EB) 60 X 1 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 X X 2
56 0 WEATHER: Clear/Dry
55 0
54 X X 2 AVERAGE DAILY TRAFFIC: 20,601 vehicles SEGMENT LENGTH: 0.60 miles 53 X 1
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X X X 3
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 X 1 *
47 X X X X X X X X 8 *
46 X X X X X X X 7 * 85TH %: 47 M.P.H.
45 X X X X X 5 P
44 X X X X X 5 A 50TH %: 41 M.P.H.
43 X X X X X X X X X 9 C
42 X X X X X X X X X X 10 E 15TH %: 37 M.P.H.
41 X X X X X X X X X 9 *
40 X X X X X X X X X X X X 12 * AVERAGE SPEED: 42 M.P.H. 39 X X X X X X X X X X X X X X 14 *
38 0 10 MPH PACE: 39 - 48 M.P.H.
37 X X X X X X X X X 9
36 X X X X X X X 7 % IN PACE: 69%
35 X 1
34 X X X X X 5 % OVER PACE: 9%
33 0
32 X 1 % UNDER PACE: 22%
31 X 1
30 X X 2
29 0 ROADWAY CHARACTERISTICS Multiple driveways, bike lane (EB), uncontrolled crossing 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 116 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
45 ROADWAY: Cerritos Avenue
2/25/2025
LIMITS: Valley View Street to Carlotta Avenue
11:10 - 11:40 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
018 CerValCar.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left-turn channelization, raised median with landscaping, double yellow 61 0 centerline,double-double yellow island, two-way left turn center, on-street parking 60 0 ADJACENT LAND USE: Commercial, Residential
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 6,928 vehicles SEGMENT LENGTH: 0.21 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 36 M.P.H.
45 0
44 0 50TH %: 32 M.P.H.
43 0
42 0 15TH %: 28 M.P.H.
41 0
40 X X X 3 AVERAGE SPEED: 32 M.P.H.
39 X X 2
38 X X X 3 10 MPH PACE: 27 - 36 M.P.H.
37 X X X X 4
36 X X X X X X 6 * % IN PACE: 81%
35 X X X X X X X X X 9 *
34 X X X X X X X X X X X X X X 14 * % OVER PACE: 12%
33 X X X X X X X X X 9 P
32 X X X X X X X X X X 10 A % UNDER PACE: 7%
31 X X X X X X X X X X 10 C
30 X X X 3 E
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Multiple driveways, horizontal curve, on-street parking 28 X X X X X X X 7 * NOT APPARENT TO DRIVERS:
27 X X X X X X X 7 *
26 X X X X 4
25 X X 2
24 X 1
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 101 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Commonwealth Avenue
3/11/2025
LIMITS: Auto Center Drive to Beach Boulevard
12:30 - 1:30 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
019 ComAutBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direcion, left turn channelization, raised median, two-way left turn center lane, 61 0 on-street parking
60 0 ADJACENT LAND USE: Commercial, Residential, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 11,253 vehicles SEGMENT LENGTH: 0.91 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 2 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.18 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 41 M.P.H.
45 X 1
44 X 1 50TH %: 36 M.P.H.
43 X X X X X 5
42 X X X X X X 6 * 15TH %: 31 M.P.H.
41 X X X X X X X X 8 *
40 X X X X X X X X X 9 * AVERAGE SPEED: 36 M.P.H.
39 X X X X X 5 P
38 X X X 3 A 10 MPH PACE: 33 - 42 M.P.H.
37 X X X X X X 6 C
36 X X X X X X 6 E % IN PACE: 70%
35 X X X X X X X X X 9 *
34 X X X X X X X X X X 10 * % OVER PACE: 7%
33 X X X X X X X X 8 *
32 X X X X X X 6 % UNDER PACE: 23%
31 X X X X X X 6
30 X X X X X 5
29 X X 2 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X 2 NOT APPARENT TO DRIVERS:
27 X 1
26 0
25 0
24 X 1
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Commonwealth Avenue
3/11/2025
LIMITS: Beach Boulevard to East City Limits
9:50 - 10:20 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
020 ComBeaECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Colllector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline 61 0
60 0 ADJACENT LAND USE: Residential, School
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 3,135 vehicles SEGMENT LENGTH: 0.26 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 0 ACCIDENT RATE: 1.11 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 30 M.P.H.
45 0
44 0 50TH %: 27 M.P.H.
43 0
42 0 15TH %: 24 M.P.H.
41 0
40 0 AVERAGE SPEED: 27 M.P.H.
39 0
38 0 10 MPH PACE: 22 - 31 M.P.H.
37 0
36 0 % IN PACE: 92%
35 0
34 X 1 % OVER PACE: 7%
33 X X 2
32 X X X X 4 % UNDER PACE: 1%
31 X X X X X X 6 *
30 X X X X X X X 7 *
29 X X X X X X X X X 9 * ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature, vertical curve, no left turn channelization, 28 X X X X X X X X X X 10 P NOT APPARENT TO DRIVERS:
27 X X X X X X X X X X X X 12 A bike route, uncontrolled school crossing 26 X X X X X X X X X X X X 12 C
25 X X X X X X X X X X X X 12 E
24 X X X X X X X X X X X 11 *
23 X X X X X X X 7 * EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X X X X 6 *
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
25 ROADWAY: County Club Drive
3/27/2025
LIMITS: Malvern Avenue to Fox Hills Avenue
9:00 - 10:30 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
021 CouMalFox.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline 61 0
60 0 ADJACENT LAND USE: Residential, Church
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 15,501 vehicles SEGMENT LENGTH: 0.35 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 X X X 3 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.77 acc/mvm 48 0
47 0
46 X X X X X X X 7 85TH %: 45 M.P.H.
45 X X X X X X 6
44 X X X X 4 50TH %: 39 M.P.H.
43 X X X X X X 6 *
42 X X X X X X X 7 * 15TH %: 35 M.P.H.
41 X X X X X 5 *
40 X X X X X X X X X 9 P AVERAGE SPEED: 40 M.P.H.
39 X X X X X X X X X X X 11 A
38 X X X X X X X 7 C 10 MPH PACE: 34 - 43 M.P.H.
37 X X X X X X X 7 E
36 X X X X X X X X X 9 * % IN PACE: 75%
35 X X X X X X X X X 9 *
34 X X X X X 5 * % OVER PACE: 21%
33 X 1
32 X 1 % UNDER PACE: 4%
31 X 1
30 X 1
29 0 ROADWAY CHARACTERISTICS School zone
28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
45 ROADWAY: Crescent Avenue
3/26/2025
LIMITS: West City Limits to Valley View Street
12:55 - 1:35 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
022 CreWCLVal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane
60 0 ADJACENT LAND USE: Residential, School, Church, Commercial 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 14,037 vehicles SEGMENT LENGTH: 1.00 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.77 acc/mvm 48 0
47 X 1
46 X 1 85TH %: 42 M.P.H.
45 X X X X 4
44 X 1 50TH %: 38 M.P.H.
43 X X X X 4
42 X X X X X X X X X X 10 * 15TH %: 30 M.P.H.
41 X X X X X X X X X 9 *
40 X X X X X X X X 8 * AVERAGE SPEED: 36 M.P.H.
39 X X X X X X X X 8 P
38 X X X X X X X X 8 A 10 MPH PACE: 33 - 42 M.P.H.
37 X X X X X X 6 C
36 X X X X 4 E % IN PACE: 64%
35 X X X 3 *
34 X X X 3 * % OVER PACE: 11%
33 X X X X X X X X X X X 11 *
32 X X X X 4 % UNDER PACE: 25%
31 X X 2
30 X X X X X X X 7
29 X X X 3 ROADWAY CHARACTERISTICS Multiple driveways, school zone, frontage road 28 X X X 3 NOT APPARENT TO DRIVERS:
27 X X 2
26 X 1
25 X X 2
24 X X 2
23 X X 2 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 110 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
45 ROADWAY: Crescent Avenue
3/13/2025
LIMITS: Valley View Street to Knott Avenue
2:00 - 3:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
023 CreValKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, two-way left turn 61 0 center lane, double-double yellow median island, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial, Church, School, Amusement Park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 13,967 vehicles SEGMENT LENGTH: 0.89 miles 53 0
52 X 1
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 X X 2 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 X X X X 4
47 X X X 3
46 X X X X X X 6 * 85TH %: 46 M.P.H.
45 X X X X X X X X X 9 *
44 X X X X X X X X X X X 11 * 50TH %: 41 M.P.H.
43 X X X 3 P
42 X X X X X X X X X 9 A 15TH %: 35 M.P.H.
41 X X X X X X X X X 9 C
40 X X X X X X X X X 9 E AVERAGE SPEED: 41 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X 5 * 10 MPH PACE: 37 - 46 M.P.H.
37 X X X X X X 6 *
36 X X 2 % IN PACE: 71%
35 X X 2
34 X X X X 4 % OVER PACE: 10%
33 X X X X X X 6
32 X X X 3 % UNDER PACE: 19%
31 X 1
30 X 1
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, frontage road 28 X 1 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 106 REVIEWED BY: Ruben Perales
45 ROADWAY: Crescent Avenue
2/27/2025
LIMITS: Knott Avenue to Beach Boulevard
10:35 - 11:10 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
024 CreKnoBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, two-way left turn 61 0 center lane, double-double yellow median island
60 0 ADJACENT LAND USE: Residental, Commercial, Amusement Park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear /Dry
55 0
54 X 1 AVERAGE DAILY TRAFFIC: 11,888 vehicles SEGMENT LENGTH: 0.61 miles 53 X 1
52 X 1
51 X X X X 4 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X X X X X X X 7 *
49 X X X X X X X X X X X X X 13 * ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 X X X X X X X X 8 *
47 X X X X X X X X X 9 P
46 X X X X X X X 7 A 85TH %: 49 M.P.H.
45 X X X X X X X X X X X X X X X X X 17 C
44 X X X X X X X X 8 E 50TH %: 45 M.P.H.
43 X X X X X X X 7 *
42 X X X X X X 6 * 15TH %: 41 M.P.H.
41 X X X X X X X X X X 10 *
40 X X X X X X X 7 AVERAGE SPEED: 45 M.P.H.
39 X X 2
38 X 1 10 MPH PACE: 41 - 50 M.P.H.
37 0
36 0 % IN PACE: 84%
35 X 1
34 0 % OVER PACE: 6%
33 0
32 0 % UNDER PACE: 10%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, frontage road 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 110 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
45 ROADWAY: Crescent Avenue
2/27/2025
LIMITS: Beach Boulevard to Dale Stret
9:00 - 9:35 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
025 CreBeaDal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, yellow center line, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Church
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 10,141 vehicles SEGMENT LENGTH: 0.27 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 2 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.66 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 X X 2 85TH %: 43 M.P.H.
45 X X X X 4
44 X X X X X X X 7 50TH %: 37 M.P.H.
43 X X X X 4
42 X X X X X 5 15TH %: 32 M.P.H.
41 X X 2
40 X X X X X X X X X X 10 * AVERAGE SPEED: 37 M.P.H.
39 X X X 3 *
38 X X X X X 5 * 10 MPH PACE: 31 - 40 M.P.H.
37 X X X X X X X X 8 P
36 X X X X X X X 7 A % IN PACE: 70%
35 X X X X X X X X X X 10 C
34 X X X X X X X X X 9 E % OVER PACE: 24%
33 X X X X X X 6 *
32 X X X X X 5 * % UNDER PACE: 6%
31 X X X X X X X 7 *
30 X 1
29 0 ROADWAY CHARACTERISTICS Multiple driveways, school zone, no left turn channelization, on-street parking 28 X 1 NOT APPARENT TO DRIVERS:
27 0
26 X 1
25 X X 2
24 X 1
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Crescent Avenue
2/27/2025
LIMITS: Dale Street to East City Limits
9:40 - 10:30 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
026 CreDalECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lane each direction, segments with 3 lanes SB, left turn channelization, double yellow centerline 61 0 two-way left turn center lane, double-souble yellow median island, raised median with landscaping 60 0 ADJACENT LAND USE: Residential, Commercial, Shopping Mall 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 12,227 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 41 M.P.H.
45 0 *
44 0 * 50TH %: 39 M.P.H.
43 0 *
42 X X X X X X X X X X X 11 P 15TH %: 37 M.P.H.
41 X X X X X X X X X X X 11 A
40 X X X X X X X X X X X X X X X X X 17 C AVERAGE SPEED: 39 M.P.H. 39 X X X X X X X X X X X X X X X X X 17 E
38 X X X X X X X X X X X X X X X X X X X X X 21 * 10 MPH PACE: 36 - 45 M.P.H. 37 X X X X X X X X X X X X X X X X X 17 *
36 X X X X X X X X X X X X X X 14 * % IN PACE: 100%
35 0
34 0 % OVER PACE: 0%
33 0
32 0 % UNDER PACE: 0%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS On-street parking, frontage road 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 108 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Dale Street
3/13/2025
LIMITS: South City Limits to La Palma Avenue
10:45 - 11:55 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
027 DalSCLPal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane, on-street parking 60 0 ADJACENT LAND USE: Residential, Commerical, Park
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 5,215 vehicles SEGMENT LENGTH: 0.63 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 39 M.P.H.
45 0
44 0 50TH %: 36 M.P.H.
43 0
42 0 * 15TH %: 34 M.P.H.
41 X 1 *
40 X X X X X X 6 * AVERAGE SPEED: 36 M.P.H.
39 X X X X X X X X X 9 P
38 X X X X X X X X X X X X X X 14 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 19 C
36 X X X X X X X X X X X X X X X X 16 E % IN PACE: 100% 35 X X X X X X X X X X X X X X X 15 *
34 X X X X X X X X X X X X X X 14 * % OVER PACE: 0%
33 X X X X X X 6 *
32 0 % UNDER PACE: 0%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, uncontrolled crossing, frontage road 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Dale Street
3/13/2025
LIMITS: La Palma Avenue to Artesia Freeway (SR-91)
9:00 - 10:35 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
028 DalPalArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial, Industrial, School, Park, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 6,673 vehicles SEGMENT LENGTH: 0.70 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 38 M.P.H.
45 0
44 X 1 50TH %: 34 M.P.H.
43 0
42 X X 2 15TH %: 30 M.P.H.
41 0
40 X X X X X X 6 AVERAGE SPEED: 34 M.P.H.
39 X X X X 4 *
38 X X X X X X X 7 * 10 MPH PACE: 30 - 39 M.P.H.
37 X X X X X X X 7 *
36 X X X X X X X X X X X 11 P % IN PACE: 82%
35 X X X X X X X X X 9 A
34 X X X X X X X X X 9 C % OVER PACE: 9%
33 X X X X X X X X X 9 E
32 X X X X X X X X X X X X 12 * % UNDER PACE: 9%
31 X X X X X X X 7 *
30 X X X X X X X 7 *
29 X X X X 4 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, uncontrolled school crossing, school zone 28 X X X 3 NOT APPARENT TO DRIVERS:
27 X 1
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
40 ROADWAY: Dale Avenue
3/26/2025
LIMITS: Auto Center Drive to Commonwealth Avenue
11:00 AM - 12:30 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
029 DalAutCom.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane
60 0 ADJACENT LAND USE: Industrial, Airport
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 11,307 vehicles SEGMENT LENGTH: 0.27 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 X 1
46 0 85TH %: 39 M.P.H.
45 0
44 X X X X 4 50TH %: 35 M.P.H.
43 X X X 3
42 X X 2 15TH %: 31 M.P.H.
41 X X 2
40 X X X 3 * AVERAGE SPEED: 35 M.P.H.
39 X X X X 4 *
38 X X X X X X X X 8 * 10 MPH PACE: 31 - 40 M.P.H.
37 X X X X X X X X 8 P
36 X X X X X X 6 A % IN PACE: 75%
35 X X X X X X X X X 9 C
34 X X X X X X X X X X 10 E % OVER PACE: 12%
33 X X X X X X X X X X 10 *
32 X X X X X X X X X X 10 * % UNDER PACE: 13%
31 X X X X X X X 7 *
30 X X 2
29 X X X 3 ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature 28 X X X 3 NOT APPARENT TO DRIVERS:
27 X 1
26 X X X 3
25 X 1
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Dale Avenue
3/12/2025
LIMITS: Commonwealth Avenue to Artesia Boulevard
10:00 - 11:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
030 DalComArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, two-way left turn center lane, double-double 61 0 yellow median island, raised median with landascaping 60 0 ADJACENT LAND USE: Residential, Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 19,708 vehicles SEGMENT LENGTH: 0.29 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 37 M.P.H.
45 0
44 X X 2 50TH %: 33 M.P.H.
43 X 1
42 X X X 3 15TH %: 29 M.P.H.
41 X X 2
40 X 1 AVERAGE SPEED: 33 M.P.H.
39 X X X 3
38 X X X X 4 * 10 MPH PACE: 29 - 38 M.P.H.
37 X X X X X X 6 *
36 X X X X X X 6 * % IN PACE: 80%
35 X X X X X X 6 P
34 X X X X X X X X X X X X X X X 15 A % OVER PACE: 11%
33 X X X X X X X 7 C
32 X X X X X X X X 8 E % UNDER PACE: 9%
31 X X X X X X X X X X X X X X 14 *
30 X X X X X X X X X X X X X X X 15 *
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Horizontal curvature, vertical curve 28 X X X X 4 NOT APPARENT TO DRIVERS:
27 X X X X 4
26 X X 2
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 110 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Dale Avenue
3/19/2025
LIMITS: Artesia Boulevard to Malvern Avenue
11:00 AM - 12:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
031 DalArtMal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 764 vehicles SEGMENT LENGTH: 0.33 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 38 M.P.H.
45 0
44 X X 2 50TH %: 31 M.P.H.
43 0
42 X 1 15TH %: 24 M.P.H.
41 X X 2
40 X X X 3 AVERAGE SPEED: 31 M.P.H.
39 X X X X X 5
38 X X X 3 10 MPH PACE: 26 - 35 M.P.H.
37 X X X X X 5
36 X X X 3 % IN PACE: 58%
35 X X X X X 5 *
34 X X 2 * % OVER PACE: 24%
33 X X X X X X X X X X 10 *
32 X X X X X X 6 P % UNDER PACE: 18%
31 X X X X X X X X X 9 A
30 X X X X 4 C
29 X X X X 4 E ROADWAY CHARACTERISTICS Multiple driveways, no left turn channelization, railroad crossing, on-street parking 28 X X X X X X 6 * NOT APPARENT TO DRIVERS:
27 X X X X X X X X 8 *
26 X X X X X 5 *
25 X X 2
24 X X X X X 5
23 X X X 3 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X 2
21 X X X 3 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X 2
19 X 1 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 101 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Descanso Avenue
3/11/2025
LIMITS: Altura Avenue to Caballero Boulevard
1:45 - 3:35 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
032 DesAltCab.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, undivided, on-street parking 61 0
60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 899 vehicles SEGMENT LENGTH: 0.26 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 33 M.P.H.
45 0
44 0 50TH %: 27 M.P.H.
43 0
42 0 15TH %: 20 M.P.H.
41 0
40 0 AVERAGE SPEED: 27 M.P.H.
39 0
38 X 1 10 MPH PACE: 24 - 33 M.P.H.
37 X 1
36 X X 2 % IN PACE: 54%
35 X X X X X X 6
34 X X 2 % OVER PACE: 14%
33 X X X X X 5 *
32 X X X 3 * % UNDER PACE: 32%
31 X X X X X X 6 *
30 X X X X 4 P
29 X X X X X 5 A ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature, on-street parking, dip 28 X X X 3 C NOT APPARENT TO DRIVERS:
27 X X X X X X X 7 E
26 X X X 3 *
25 X X X X X X 6 *
24 X X X X 4 *
23 X X X X X 5 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X 3
21 X X X 3 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X X X 4
19 X X X 3 SHARED JURISDICTION SPEED: M.P.H.
18 X X X X 4
17 X X X X 4
16 X 1 OBSERVED BY: NDS
15 0
GRAND TOTALS 85 REVIEWED BY: Ruben Perales
35 ROADWAY: Eight Street
3/25/2025
LIMITS: Cul-de-Sac to Knott Avenue
2:00 - 4:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
033 EigCDSKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, School, Park
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 2,043 vehicles SEGMENT LENGTH: 0.49 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 26 M.P.H.
45 0
44 0 50TH %: 24 M.P.H.
43 0
42 0 15TH %: 21 M.P.H.
41 0
40 0 AVERAGE SPEED: 24 M.P.H.
39 0
38 0 10 MPH PACE: 19 - 28 M.P.H.
37 0
36 0 % IN PACE: 99%
35 0
34 0 % OVER PACE: 1%
33 0
32 0 % UNDER PACE: 0%
31 0
30 0
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, no left turn channelization, on-street parking, chool crossing/zone 28 X X X 3 * NOT APPARENT TO DRIVERS:
27 X X X X X X 6 *
26 X X X X X X X X X X X X 12 *
25 X X X X X X X X X X X X X X X 15 P
24 X X X X X X X X X X X X X X X X 16 A
23 X X X X X X X X X X X X X X X X 16 C EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X X X X X X X X X X X X 14 E
21 X X X X X X X X X X 10 * ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X X X X 5 *
19 X X 2 * SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales

ESTABLISH

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
25 ROADWAY: Eight Street
3/26/2025
LIMITS: Knott Avenue to Western Avenue
2:30 - 4:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
034 EigKnoWes.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Minor Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island
60 0 ADJACENT LAND USE: Commercial, Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 11,771 vehicles SEGMENT LENGTH: 0.24 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 28 M.P.H.
45 0
44 0 50TH %: 23 M.P.H.
43 0
42 0 15TH %: 17 M.P.H.
41 0
40 0 AVERAGE SPEED: 23 M.P.H.
39 0
38 0 10 MPH PACE: 16 - 25 M.P.H.
37 X 1
36 0 % IN PACE: 67%
35 X X X 3
34 0 % OVER PACE: 30%
33 0
32 X X X 3 % UNDER PACE: 3%
31 0
30 X X X X 4
29 X X 2 ROADWAY CHARACTERISTICS Horizontal curvature, vertical curve 28 X X X X 4 NOT APPARENT TO DRIVERS:
27 X X X X 4
26 X X X X X 5
25 X X X X X X X X X X X 11 *
24 X X X X 4 *
23 X X X X X X 6 * EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X X X 5 P
21 X X X X X X X 7 A ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X X X X X X 7 C
19 X X 2 E SHARED JURISDICTION SPEED: M.P.H.
18 X X X X 4 *
17 X X X X 4 *
16 X X X X X X X X 8 * OBSERVED BY: NDS
15 X X X 3
GRAND TOTALS 87 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
30 ROADWAY: Firestone Boulevard
3/11/2025
LIMITS: Artesia Avenue to Knott Avenue
12:10 - 12:40 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
035 FirArtKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, yellow centerline, double-double yellow median island, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 3,424 vehicles SEGMENT LENGTH: 0.27 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.70 acc/mvm 48 0
47 0
46 0 85TH %: 36 M.P.H.
45 0
44 0 50TH %: 33 M.P.H.
43 X 1
42 X 1 15TH %: 28 M.P.H.
41 X 1
40 X X X 3 AVERAGE SPEED: 33 M.P.H.
39 X 1
38 X X X X X 5 10 MPH PACE: 27 - 36 M.P.H.
37 X X 2
36 X X X X X X 6 * % IN PACE: 85%
35 X X X X X X X X X X X X X X X 66 *
34 X X X X X X X X X X X X X X 14 * % OVER PACE: 8%
33 X X X X X X X X X X X X X X X 15 P
32 X X X X X X X X X X 10 A % UNDER PACE: 7%
31 X X X X X X X X X X X X X 13 C
30 X X X X X 5 E
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Multiple driveways, no left turn channelization, on-street parking, frontage road 28 X X X X X X X 7 * NOT APPARENT TO DRIVERS:
27 X X X X X X 6 *
26 X X X 3
25 X X X X 4
24 X 1
23 X X 2 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X 1
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 176 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Grand Avenue
3/13/2025
LIMITS: South City Limits to Crescent Avenue
12:00 - 1:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
036 GraSCLCre.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline 61 0
60 0 ADJACENT LAND USE: Residential
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 4,962 vehicles SEGMENT LENGTH: 0.30 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 39 M.P.H.
45 0
44 X 1 50TH %: 35 M.P.H.
43 X X 2
42 X X X X 4 15TH %: 30 M.P.H.
41 X 1
40 X X X X X X X 7 AVERAGE SPEED: 35 M.P.H.
39 X X X 3
38 X X X X X 5 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X X X X X X X X 12 *
36 X X X X X X X X X X X X 12 * % IN PACE: 77%
35 X X X X X X X X X X X X 12 *
34 X X X X X X X X X X X X X X 14 P % OVER PACE: 21%
33 X X X X X 5 A
32 X X X X X X X X X X 10 C % UNDER PACE: 2%
31 X X 2 E
30 X X X X X X X X 8 *
29 X X 2 * ROADWAY CHARACTERISTICS
28 X X X X X X X 7 * NOT APPARENT TO DRIVERS:
27 X 1
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 109 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Holder Street
2/25/2025
LIMITS: Cerritos Avenue to Myra Avenue
11:45 AM - 12:40 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
037 HolCerMyr.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, undivided, segment of double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 4,685 vehicles SEGMENT LENGTH: 0.20 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 36 M.P.H.
45 0
44 0 50TH %: 33 M.P.H.
43 X 1
42 X 1 15TH %: 29 M.P.H.
41 X 1
40 0 AVERAGE SPEED: 33 M.P.H.
39 X X X 3
38 X X 2 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X X 6 *
36 X X X X X X X X 8 * % IN PACE: 85%
35 X X X X X X X X X 9 *
34 X X X X X X X X X X X X 12 P % OVER PACE: 8%
33 X X X X X X X X X X X 11 A
32 X X X X X X X X X X X 11 C % UNDER PACE: 7%
31 X X X X X X X X X X 10 E
30 X X X X X X X X 8 *
29 X X X X X X X 7 * ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X X 3 * NOT APPARENT TO DRIVERS:
27 X X X X X 5
26 X 1
25 X 1
24 0
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
35 ROADWAY: Holder Street
2/25/2025
LIMITS: Myra Avenue to Ball Road
12:45 - 1:35 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
038 HolMyrBal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, segment of 2 lanes (NB), left turn channelization, double yellow centerline, 61 0 two-way left turn center lane, double-double yellow median island, bike lane (SB), on-street parkin 60 0 ADJACENT LAND USE: Residential, Commercial, School 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 7,164 vehicles SEGMENT LENGTH: 0.51 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 40 M.P.H.
45 0
44 0 50TH %: 38 M.P.H.
43 X 1
42 X X X 3 * 15TH %: 35 M.P.H.
41 X X X X X X X X 8 *
40 X X X X X X X X X X X X X X X 15 * AVERAGE SPEED: 37 M.P.H. 39 X X X X X X X X X X 10 P
38 X X X X X X X X X X X X X 13 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X X X X 13 C
36 X X X X X X X X X X X X X 13 E % IN PACE: 97%
35 X X X X X X X X X X 10 *
34 X X X X X X X X 8 * % OVER PACE: 1%
33 X X X X 4 *
32 X X 2 % UNDER PACE: 2%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, SB bike lane, on-street parking, school zone 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Holder Street
3/11/2025
LIMITS: Ball Road to Orange Avenue
11:50 AM - 1:10 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
039 HolBalOra.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, two-way left turn 61 0 center lane, on-street parking
60 0 ADJACENT LAND USE: Residential, School, Fire station 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 9,299 vehicles SEGMENT LENGTH: 0.51 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 38 M.P.H.
45 0
44 0 50TH %: 35 M.P.H.
43 0
42 0 15TH %: 33 M.P.H.
41 0
40 X X X 3 * AVERAGE SPEED: 35 M.P.H.
39 X X X X X X 6 *
38 X X X X X X X X X X 10 * 10 MPH PACE: 31 - 40 M.P.H. 37 X X X X X X X X X X X X X X 14 P
36 X X X X X X X X X X X X X X X X 16 A % IN PACE: 99%
35 X X X X X X X X X X X 11 C
34 X X X X X X X X X X X 11 E % OVER PACE: 0%
33 X X X X X X X X X X X X X X 14 *
32 X X X X X X X X X 9 * % UNDER PACE: 1%
31 X X X X X 5 *
30 X 1
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Holder Street
3/11/2025
LIMITS: Orange Avenue to Lincoln Avenue
9:00 - 10:20 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
040 HolOraLin.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline, undivided segments, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, School, Church, Commercial 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 5,381 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 25 M.P.H.
45 0
44 0 50TH %: 23 M.P.H.
43 0
42 0 15TH %: 21 M.P.H.
41 0
40 0 AVERAGE SPEED: 23 M.P.H.
39 0
38 0 10 MPH PACE: 21 - 30 M.P.H.
37 0
36 0 % IN PACE: 100%
35 0
34 0 % OVER PACE: 0%
33 0
32 0 % UNDER PACE: 0%
31 0
30 0 *
29 0 * ROADWAY CHARACTERISTICS Multiple driveways, striped shoulder (NB), uncontrolled school crossings, 28 0 * NOT APPARENT TO DRIVERS:
27 0 P on-street parking
26 X X X X X X X X X X 10 A
25 X X X X X X X X X X X X X X X X 16 C
24 X X X X X X X X X X X X X X X X X 17 E
23 X X X X X X X X X X X X X X X X X X X X X X 22 * EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X X X X X X X X X X X X X X X X 18 *
21 X X X X X X X X X X X X X X X X X 17 * ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
30 ROADWAY: Holder Avenue
3/11/2025
LIMITS: Lincoln Avenue to Crecsent Avenue
10:32 AM - 12:10 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
041 HolLinCre.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes NB, 3 lanes SB, left turn channelization, double-double yellow median island, raised media 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 31,498 vehicles SEGMENT LENGTH: 0.64 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 40 M.P.H.
45 0
44 0 50TH %: 37 M.P.H.
43 0
42 X X X 3 * 15TH %: 34 M.P.H.
41 X X X X X X 6 *
40 X X X X X X X X X X X X 12 * AVERAGE SPEED: 37 M.P.H. 39 X X X X X X X X X 9 P
38 X X X X X X X X X X X X X 13 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X X X X X X 15 C
36 X X X X X X X X X X X X X 13 E % IN PACE: 100%
35 X X X X X X X X X X X X X 13 *
34 X X X X X X X X X 9 * % OVER PACE: 0%
33 X X X X X X X 7 *
32 0 % UNDER PACE: 0%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways
28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Knott Avenue
3/11/2025
LIMITS: South City Limits to Crescent Avenue
12:35 - 1:45 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
042 KnoSCLCre.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, raised median with landscaping 61 0
60 0 ADJACENT LAND USE: Residential, Community Center
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 31,535 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 X 1
47 X X 2
46 X 1 85TH %: 41 M.P.H.
45 X X X 3
44 X 1 50TH %: 36 M.P.H.
43 X X 2
42 X X X 3 15TH %: 33 M.P.H.
41 X X X X X 5 *
40 X X X X X 5 * AVERAGE SPEED: 37 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X X X X X X X 11 P 10 MPH PACE: 32 - 41 M.P.H. 37 X X X X X 5 A
36 X X X X X X X X X X X X 12 C % IN PACE: 80%
35 X X X X X X X X X X 10 E
34 X X X X X X X X X X X 11 * % OVER PACE: 14%
33 X X X X X X X X X X 10 *
32 X X X X X 5 * % UNDER PACE: 6%
31 X X X X 4
30 X 1
29 0 ROADWAY CHARACTERISTICS Segment with frontage road 28 X 1 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 102 REVIEWED BY: Ruben Perales
40 ROADWAY: Knott Avenue
2/27/2025
LIMITS: Crescent Avenue to La Palma Avenue
1:40 - 2:20 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
043 KnoCrePal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, segments of 2 lanes NB & SB, left turn channelization, raised median 61 0 witrh landscaping, segment with striped shoulders, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial, School, Park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 34,028 vehicles SEGMENT LENGTH: 0.85 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 0
47 0
46 0 85TH %: 39 M.P.H.
45 0
44 X 1 50TH %: 35 M.P.H.
43 X X X 3
42 X X 2 15TH %: 26 M.P.H.
41 0
40 X X X X X 5 * AVERAGE SPEED: 33 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X 5 * 10 MPH PACE: 31 - 40 M.P.H.
37 X X X X X 5 P
36 X X X X X X X X X 9 A % IN PACE: 66%
35 X X X X X X X X X X X X X 13 C
34 X X X X X X X 7 E % OVER PACE: 6%
33 X X X X X X 6 *
32 X X X X X X 6 * % UNDER PACE: 28%
31 X X X 3 *
30 X X 2
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, segment with frontage road 28 X X X X X 5 NOT APPARENT TO DRIVERS:
27 X X X X 4
26 X X X X 4
25 X X X X 4
24 X X X X 4
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X 2
19 X X 2 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 102 REVIEWED BY: Ruben Perales
40 ROADWAY: Knott Avenue
2/27/2025
LIMITS: La Palma Avenue to Orangethorpe Avenue
12:30 - 1:00 PM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
044 KnoPalOra.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, segment of 2 lanes NB, left turn channelization, double yellow centerline, 61 0 double-double yellow median island, raised median with landscaping, on-street parking 60 0 ADJACENT LAND USE: Residentail, Commercial, Church, Industrial, Park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 12,008 vehicles SEGMENT LENGTH: 1.00 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X 1
47 X X X 3
46 X X 2 85TH %: 44 M.P.H.
45 X X X 3
44 X X X X X X X 7 50TH %: 38 M.P.H.
43 X X X 3
42 X 1 15TH %: 32 M.P.H.
41 X X X X X X X 7 *
40 X X X X X 5 * AVERAGE SPEED: 38 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X X X X X X 10 P 10 MPH PACE: 32 - 41 M.P.H. 37 X X X X X X 6 A
36 X X X X 4 C % IN PACE: 70%
35 X X X X X X X X X X X 11 E
34 X X X X X X X 7 * % OVER PACE: 21%
33 X X X X 4 *
32 X X X X X X X X 8 * % UNDER PACE: 9%
31 X X X X X 5
30 X X X 3
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, railroad crossing 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Knott Avenue
3/11/2025
LIMITS: Orangethorpe Avenue to Artesia Boulevard
12:00 - 12:30 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
045 KnoOraArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, two-way left turn lane, double yellow centerline, double-double yellow 61 0 median island, yellow centerline, on-street parking 60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 4,782 vehicles SEGMENT LENGTH: 0.41 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.47 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 40 M.P.H.
45 X 1
44 X X 2 50TH %: 36 M.P.H.
43 X X X 3
42 X X 2 15TH %: 33 M.P.H.
41 X X X X X X 6 *
40 X X X X X X 6 * AVERAGE SPEED: 36 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X X X X X 9 P 10 MPH PACE: 32 - 41 M.P.H. 37 X X X X X X X X X X X X 12 A
36 X X X X X X X X X X 10 C % IN PACE: 83%
35 X X X X X X X X X 9 E
34 X X X X X X X X X 9 * % OVER PACE: 8%
33 X X X X X X X X 8 *
32 X X X X X X 6 * % UNDER PACE: 9%
31 X X X X X X 6
30 X 1
29 X X 2 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
40 ROADWAY: Knott Avenue
3/27/2025
LIMITS: Firestone Boulevard to North City Limits
2:00 - 3:00 PM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
046 KnoFirNCL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, double yellow centerline, raised median with landscaping 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 29,027 vehicles SEGMENT LENGTH: 0.30 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 0
47 X 1
46 X 1 85TH %: 41 M.P.H.
45 X 1
44 X X X 3 50TH %: 36 M.P.H.
43 X X X X X 5
42 X X X X 4 15TH %: 32 M.P.H.
41 X X X X X X 6
40 X X X X X 5 * AVERAGE SPEED: 36 M.P.H.
39 X X X X X X 6 *
38 X X X X X X 6 * 10 MPH PACE: 31 - 40 M.P.H.
37 X X X X X X X 7 P
36 X X X X X X X 7 A % IN PACE: 74%
35 X X X X X X X X 8 C
34 X X X X X X X X 8 E % OVER PACE: 21%
33 X X X X X X X X X X 10 *
32 X X X X X X X X X 9 * % UNDER PACE: 5%
31 X X X X X X X X 8 *
30 X X X 3
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature, vertical curve 28 X 1 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: La Mirada Boulevard
3/27/2025
LIMITS: West City Limits to Beach Boulevard
10:30 - 11:15 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
047 MirWCLBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes WB, 3 lanes EB, double yellow centerline, double-double yellow median island, two-way 61 0 left turn center lane, raised median
60 0 ADJACENT LAND USE: Residentail, Commercial, School 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 17,364 vehicles SEGMENT LENGTH: 1.00 miles 53 0
52 X 1
51 X 1 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 4 midblock collisions 50 X 1
49 X 1 ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X X X X X 5
47 X X X X X 5
46 X X X 3 85TH %: 46 M.P.H.
45 X X X X X X X X X 9 *
44 X X X X X X X 7 * 50TH %: 41 M.P.H.
43 X X X X X X X X 8 *
42 X X X X X X X 7 P 15TH %: 37 M.P.H.
41 X X X X X X X X X X X X 12 A
40 X X X X X X 6 C AVERAGE SPEED: 42 M.P.H.
39 X X X X X X X 7 E
38 X X X X X 5 * 10 MPH PACE: 36 - 45 M.P.H.
37 X X X X X X X X X X 10 *
36 X X X X X X X 7 * % IN PACE: 78%
35 X X X 3
34 0 % OVER PACE: 17%
33 X 1
32 X 1 % UNDER PACE: 5%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Frontage road
28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
45 ROADWAY: La Palma Avenue
2/27/2025
LIMITS: Valley View Street to Knott Avenue
1:05 - 1:35 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
048 PalValKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, segments of 2 lanes EB & WB, double yellow centerline, two-way left turn 61 0 center lane, on-street parking
60 0 ADJACENT LAND USE: Residential, Commercial, School, Fire Station, Amusement Park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 17,327 vehicles SEGMENT LENGTH: 0.75 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 X X 2
47 X X 2
46 X X X X X X 6 85TH %: 45 M.P.H.
45 X X X X X 5
44 X X X 3 * 50TH %: 39 M.P.H.
43 X X X X X X X 7 *
42 X X X X X X X 7 * 15TH %: 33 M.P.H.
41 X X 2 P
40 X X X X X X X X 8 A AVERAGE SPEED: 39 M.P.H.
39 X X X X X X X X X X X 11 C
38 X X 2 E 10 MPH PACE: 35 - 44 M.P.H.
37 X X X X X X 6 *
36 X X X X X X X X X X X 11 * % IN PACE: 64%
35 X X X X X X X 7 *
34 X X X 3 % OVER PACE: 16%
33 X X 2
32 X X X X 4 % UNDER PACE: 20%
31 X X X X X 5
30 X X 2
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, school zone, high pedestrian activity 28 X X X 3 NOT APPARENT TO DRIVERS:
27 0
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
40 ROADWAY: La Palma Avenue
2/27/2025
LIMITS: Knott Avenue to Beach Boulevard
11:45 AM - 12:25 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
049 PalKnoBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, double-double yellow median island, raised median 61 0 with landscaping, two-way left turn center lane
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 20,946 vehicles SEGMENT LENGTH: 0.75 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 4 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.23 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 41 M.P.H.
45 X 1
44 X X 2 50TH %: 37 M.P.H.
43 X X X X 4
42 X X X X X 5 15TH %: 33 M.P.H.
41 X X X X X X 6 *
40 X X X X X X X X X 9 * AVERAGE SPEED: 37 M.P.H.
39 X X X X X X X 7 *
38 X X X X X X X X X X X 11 P 10 MPH PACE: 32 - 41 M.P.H. 37 X X X X X X X X 8 A
36 X X X X X 5 C % IN PACE: 81%
35 X X X X X X X X X X X X X 13 E
34 X X X X X X X X X 9 * % OVER PACE: 12%
33 X X X X X 5 *
32 X X X X X X X 7 * % UNDER PACE: 7%
31 X X X X 4
30 X X 2
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, high pedestrian activity 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 99 REVIEWED BY: Ruben Perales
40 ROADWAY: La Palma Avenue
3/26/2025
LIMITS: Beach Boulevard to Dale Street
2:25 - 3:15 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
050 PalBeDal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, segment with 3 lanes WB, left turn channelization, double yellow centerline 61 0 double-double yellow median island, two-way left turn center lane 60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 23,049 vehicles SEGMENT LENGTH: 0.18 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X X 2
49 X X X X 4 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 X X X 3
47 X 1
46 X X 2 85TH %: 44 M.P.H.
45 X 1
44 X X X X X X X X 8 * 50TH %: 39 M.P.H.
43 X X X X X X 6 *
42 X X X X X X X 7 * 15TH %: 34 M.P.H.
41 X X X X X X 6 P
40 X X X X X X X 7 A AVERAGE SPEED: 39 M.P.H.
39 X X X X X X 6 C
38 X X X X X X X 7 E 10 MPH PACE: 35 - 44 M.P.H.
37 X X X X X 5 *
36 X X X X X X X X X X X X 12 * % IN PACE: 68%
35 X X X X X X X X 8 *
34 X X X X X 5 % OVER PACE: 12%
33 X X X X X X X X 8
32 X X 2 % UNDER PACE: 20%
31 X X X 3
30 X X 2
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways
28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 106 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: La Palma Avenue
3/27/2025
LIMITS: Dale Street to East City Limits
12:15 - 12:45 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
051 PalDalECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, segment with 3 lanes EB, left turn channelization, raised median 61 0 with landscaping, on-street parkimg
60 0 ADJACENT LAND USE: Residential, Commercial, School, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 21,149 vehicles SEGMENT LENGTH: 1.23 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.04 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 41 M.P.H.
45 0 *
44 0 * 50TH %: 39 M.P.H.
43 X X X X X X X 7 *
42 X X X X X X X X 8 P 15TH %: 37 M.P.H.
41 X X X X X X X X X X X 11 A
40 X X X X X X X X X X X X X X X X 16 C AVERAGE SPEED: 39 M.P.H. 39 X X X X X X X X X X X X X X X X X X 18 E
38 X X X X X X X X X X X X X X X 15 * 10 MPH PACE: 36 - 45 M.P.H. 37 X X X X X X X X X X X X X 13 *
36 X X X X X X X X X X X X 12 * % IN PACE: 100%
35 0
34 0 % OVER PACE: 0%
33 0
32 0 % UNDER PACE: 0%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
40 ROADWAY: Lincoln Avenue
3/11/2025
LIMITS: West City Limits to Knott Avenue
1:50 - 2:50 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
052 LinWCLKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Collector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, left turn channelization, raised median with landscaping, bike lanes, 61 0 on-street parking
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 2,245 vehicles SEGMENT LENGTH: 0.69 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 39 M.P.H.
45 0
44 0 50TH %: 34 M.P.H.
43 X X X 3
42 0 15TH %: 30 M.P.H.
41 X X X 3
40 X X X X X X X X 8 AVERAGE SPEED: 34 M.P.H.
39 X X X 3
38 X X X X X X 6 * 10 MPH PACE: 29 - 38 M.P.H.
37 X X X X X X X X 8 *
36 X X X X 4 * % IN PACE: 73%
35 X X X X X X X X X X 10 P
34 X X X X X X X X X X 10 A % OVER PACE: 17%
33 X X X X X X X X 8 C
32 X X X X X X X 7 E % UNDER PACE: 10%
31 X X X X X X X X 8 *
30 X X X X X X X 7 *
29 X X X X X 5 * ROADWAY CHARACTERISTICS Multiple driveways, bike lanes, on-street parking, horizontal curvature, vertical curve 28 X X X 3 NOT APPARENT TO DRIVERS:
27 X X 2
26 X 1
25 X X X 3
24 X 1
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Los Coyotes Drive
2/26/2025
LIMITS: Beach Boulevard to Country Club Drive
11:55 AM - 1:50 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
053 CoyBeaCou.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane, bike lanes, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 22,114 vehicles SEGMENT LENGTH: 0.60 miles 53 0
52 0
51 X 1 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 4 midblock collisions 50 X X X 3
49 X 1 ACCIDENT RATE: 0.27 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 X X X 3
47 X X X X X X 6
46 X X 2 85TH %: 45 M.P.H.
45 X X X X X X 6
44 X X X X X X 6 * 50TH %: 40 M.P.H.
43 X X X X X X X X 8 *
42 X X X X X X X X X X X 11 * 15TH %: 33 M.P.H.
41 X X X X X X X X X X 10 P
40 X X X X X X X X X X X 11 A AVERAGE SPEED: 39 M.P.H. 39 X X X X X X X X 8 C
38 X X X X X X X X 8 E 10 MPH PACE: 35 - 44 M.P.H.
37 X X X X X X 6 *
36 X X X X X X X X X X X X X X 14 * % IN PACE: 66%
35 X X X X X X X 7 *
34 X X X 3 % OVER PACE: 16%
33 X X X X X X 6
32 X X X 3 % UNDER PACE: 18%
31 X X X X X 5
30 X 1
29 X X X 3 ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature, vertical curve, bike lanes, on-street parking 28 X X 2 NOT APPARENT TO DRIVERS:
27 X 1
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 135 REVIEWED BY: Ruben Perales
45 ROADWAY: Malvern Avenue
3/12/2025
LIMITS: Beach Boulevard to Tahoe Circle
2:00 - 4:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
054 MalBeaTah.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, double-double yellow median island, raised media 61 0 be lanes, on-street parking
60 0 ADJACENT LAND USE: Residential
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 22,260 vehicles SEGMENT LENGTH: 0.39 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 X X X 3
49 X 1 ACCIDENT RATE: 0.11 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 X X X 3
47 X X X X X 5
46 X X X X X X 6 85TH %: 45 M.P.H.
45 X X X X X X X X 8 *
44 X X X X X X X X X X X X 12 * 50TH %: 41 M.P.H.
43 X X X X X X X X X X X X X 13 *
42 X X X X X X X X X X X 11 P 15TH %: 34 M.P.H.
41 X X X X X X X X X X 10 A
40 X X X X X X 6 C AVERAGE SPEED: 40 M.P.H.
39 X X X X 4 E
38 X X X X X X X 7 * 10 MPH PACE: 36 - 45 M.P.H.
37 X X X X X 5 *
36 X X X X X X X X 8 * % IN PACE: 65%
35 X X X X X X X 7
34 X X X 3 % OVER PACE: 14%
33 X X X 3
32 X X X X 4 % UNDER PACE: 22%
31 X X X 3
30 X X X 3
29 X X X 3 ROADWAY CHARACTERISTICS Bike lanes, on-street parking, horizontal curvature,vertical curve 28 0 NOT APPARENT TO DRIVERS:
27 X 1
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 130 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
45 ROADWAY: Malvern Avenue
3/12/2025
LIMITS: Tahoe Circle to Links Road
12:00 - 1:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
055 MalTahLin.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, left turn median acceleration lane
60 0 ADJACENT LAND USE: Residential, Golf course
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 27,377 vehicles SEGMENT LENGTH: 0.41 miles 53 0
52 X 1
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 X X X 3 ACCIDENT RATE: 0.08 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 0
47 X X X 3
46 X X X X X X 6 85TH %: 44 M.P.H.
45 X X X X X X 6
44 X X X X X X X X X 9 * 50TH %: 39 M.P.H.
43 X X X X X X X 7 *
42 X X X X 4 * 15TH %: 33 M.P.H.
41 X X X X X X X X X 9 P
40 X X X X X X 6 A AVERAGE SPEED: 38 M.P.H.
39 X X X X X X X X X X X X 12 C
38 X X X X X X 6 E 10 MPH PACE: 35 - 44 M.P.H.
37 X X X X X X X X X 9 *
36 X X X X X 5 * % IN PACE: 63%
35 X X X X X X X X X X X X X X X 15 *
34 X X X X 4 % OVER PACE: 15%
33 X X X X X X X 7
32 X X X 3 % UNDER PACE: 22%
31 X X 2
30 X X X X 4
29 X X 2 ROADWAY CHARACTERISTICS Bike lanes, horizontal curvature 28 X 1 NOT APPARENT TO DRIVERS:
27 X 1
26 X X X 3
25 X 1
24 0
23 X 1 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 130 REVIEWED BY: Ruben Perales
45 ROADWAY: Malvern Avenue
3/12/2025
LIMITS: Links Road to East City Limits
1:00 - 2:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
056 MalLinECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Collector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, undivided, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Industrial, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 1,738 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 X 1 85TH %: 40 M.P.H.
45 X 1
44 X X X 3 50TH %: 33 M.P.H.
43 X X 2
42 X 1 15TH %: 26 M.P.H.
41 X X 2
40 X X X X X X 6 AVERAGE SPEED: 33 M.P.H.
39 X X 2
38 X X X X X 5 10 MPH PACE: 26 - 35 M.P.H.
37 X X 2
36 X X X X X 5 % IN PACE: 56%
35 X X X X X X X X X 9 *
34 X X X X X X X 7 * % OVER PACE: 30%
33 X X X X X X X X X 9 *
32 X X X X 4 P % UNDER PACE: 14%
31 X 1 A
30 X X X X X X X X 8 C
29 X X X X 4 E ROADWAY CHARACTERISTICS Multiple driveways, no left turn channelization, on-street parking 28 X X 2 * NOT APPARENT TO DRIVERS:
27 X X X X 4 *
26 X X X X X X X X 8 *
25 X X X X 4
24 X X X 3
23 X X X X X 5 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X 2
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Melrose Street
3/11/2025
LIMITS: Knott Avenue to Western Avenue
10:45 AM - 12:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
057 MelKnoWes.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, two-way left turn 61 0 center lane, on-street parking
60 0 ADJACENT LAND USE: Residential, School, Church
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 12,485 vehicles SEGMENT LENGTH: 0.15 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: acc/mvm 48 0
47 0
46 0 85TH %: 35 M.P.H.
45 0
44 0 50TH %: 32 M.P.H.
43 0
42 0 15TH %: 29 M.P.H.
41 0
40 0 AVERAGE SPEED: 32 M.P.H.
39 0
38 0 10 MPH PACE: 27 - 36 M.P.H.
37 0
36 X X X 3 * % IN PACE: 99%
35 X X X X X X X X X X X X X X X 15 *
34 X X X X X X X X X 9 * % OVER PACE: 0%
33 X X X X X X X X X X X X 12 P
32 X X X X X X X X X X X X 12 A % UNDER PACE: 1%
31 X X X X X X X X X X X X X 13 C
30 X X X X X X X X X X X X X X X 15 E
29 X X X X X X X X X X X 11 * ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X X X X X X 7 * NOT APPARENT TO DRIVERS:
27 X X 2 *
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Orange Avenue
3/11/2025
LIMITS: West City Limits to East City Limits
10:35 - 11:40 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
058 OraWCLECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane, raised median, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial, Industrial, School, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 X 1 AVERAGE DAILY TRAFFIC: 20,388 vehicles SEGMENT LENGTH: 1.27 miles 53 0
52 X 1
51 X X X X X 5 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 X X X X X X 6 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X X X X X 5
47 X X X X X 5
46 X X X X X X X 7 * 85TH %: 48 M.P.H.
45 X X X 3 *
44 X X X X X X 6 * 50TH %: 42 M.P.H.
43 X X X X X X X 7 P
42 X X X X X 5 A 15TH %: 37 M.P.H.
41 X X X X 4 C
40 X X X X X X X X X 9 E AVERAGE SPEED: 42 M.P.H.
39 X X X X X X X X 8 *
38 X X X X X X X 7 * 10 MPH PACE: 37 - 46 M.P.H.
37 X X X X X X X 7 *
36 X X X X X X X 7 % IN PACE: 63%
35 X X X 3
34 X 1 % OVER PACE: 24%
33 0
32 X X 2 % UNDER PACE: 13%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
45 ROADWAY: Orangethorpe Avenue
3/26/2025
LIMITS: West City Limits to Knott Avenue
9:35 - 10:20 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
059 OraWCLKno.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, two-way left turn center lane, raised median, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Commercial, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 21,023 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X 1
47 X 1
46 0 85TH %: 42 M.P.H.
45 X X X 3
44 X X X X 4 50TH %: 38 M.P.H.
43 X X X X X X X 7 *
42 X X X X X X 6 * 15TH %: 34 M.P.H.
41 X X X X X X X X X 9 *
40 X X X X X X X X X X X 11 P AVERAGE SPEED: 38 M.P.H. 39 X X X X X X X X X X X X 12 A
38 X X X X X X X X X X X X X 13 C 10 MPH PACE: 34 - 43 M.P.H. 37 X X X X X X X X X X X X 12 E
36 X X X X X X X X X X 10 * % IN PACE: 79%
35 X X X X X X X 7 *
34 X X X X X X X X 8 * % OVER PACE: 8%
33 X X X X X X X 7
32 X X X 3 % UNDER PACE: 13%
31 X X 2
30 X X 2
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X 1 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 120 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Orangethorpe Avenue
2/18/2025
LIMITS: Knott Avenue to Western Avenue
9:00 - 10:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
060 OraKnoWEs.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, double yellow centerline, double-double yellow median island, two-way 61 0 left turn center lane, raised median with landscaping 60 0 ADJACENT LAND USE: Residential, Commercial, School, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 22,946 vehicles SEGMENT LENGTH: 0.25 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 33 M.P.H.
45 0
44 0 50TH %: 29 M.P.H.
43 0
42 0 15TH %: 25 M.P.H.
41 0
40 0 AVERAGE SPEED: 29 M.P.H.
39 0
38 X 1 10 MPH PACE: 25 - 34 M.P.H.
37 X 1
36 X X 2 % IN PACE: 79%
35 X X X X X 5
34 X X X X X X 6 * % OVER PACE: 9%
33 X X X X X X X 7 *
32 X X X X X X X X X 9 * % UNDER PACE: 12%
31 X X X X X X X 7 P
30 X X X X X X X X X 9 A
29 X X X X X X X 7 C ROADWAY CHARACTERISTICS Multiple driveways 28 X X X X X X X X X X 10 E NOT APPARENT TO DRIVERS:
27 X X X X X X X X 8 *
26 X X X X X X X X X 9 *
25 X X X X X X X 7 *
24 X X X X X X 6
23 X X X X 4 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Orangethorpe Avenue
2/18/2025
LIMITS: Western Avenue to Beach Boulevard
10:15 - 11:15 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
061 OraWesBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, double yellow centerline, double-double yellow median island, two-way 61 0 left turn center lane, on-street parking
60 0 ADJACENT LAND USE: Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 21,745 vehicles SEGMENT LENGTH: 0.25 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.75 acc/mvm 48 0
47 0
46 0 85TH %: 36 M.P.H.
45 0
44 0 50TH %: 31 M.P.H.
43 0
42 X 1 15TH %: 27 M.P.H.
41 X 1
40 0 AVERAGE SPEED: 32 M.P.H.
39 X X X X 4
38 X X X 3 10 MPH PACE: 27 - 36 M.P.H.
37 X X X X X 5
36 X X X X X 5 * % IN PACE: 77%
35 X X X X X X 6 *
34 X X X X X 5 * % OVER PACE: 14%
33 X X X X X X X X X 9 P
32 X X X X X X X X X X 10 A % UNDER PACE: 9%
31 X X X X X X X X X 9 C
30 X X X X X X X X X 9 E
29 X X X X X X X X 8 * ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X X X X X X X 8 * NOT APPARENT TO DRIVERS:
27 X X X X X X X X 8 *
26 X X X X X 5
25 X X 2
24 X 1
23 X 1 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Orangethorpe Avenue
2/18/2025
LIMITS: Beach Boulevard to Stanton Avenue
11:30 AM - 12:30 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
062 OraBeaSta.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, raised median with landscaping, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 X 1
54 0 AVERAGE DAILY TRAFFIC: 17,931 vehicles SEGMENT LENGTH: 0.45 miles 53 X X 2
52 X X 2
51 X X X X 4 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 2 midblock collisions 50 X X X X X 5
49 X X X X X X 6 ACCIDENT RATE: 0.22 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X X X X X X 6 *
47 X X X X X X X 7 *
46 X X X X X X X 7 * 85TH %: 49 M.P.H.
45 X X X X X X X X X X X 11 P
44 X X X X X X X X X X X 11 A 50TH %: 44 M.P.H.
43 X X X X X X X X X X 10 C
42 X X X X X X X X X 9 E 15TH %: 39 M.P.H.
41 X X X X X X X X X X 10 *
40 X X X X X X X X X X 10 * AVERAGE SPEED: 44 M.P.H.
39 X X X X X X X X X 9 *
38 X X X X X X 6 10 MPH PACE: 39 - 48 M.P.H.
37 X X X X 4
36 X X 2 % IN PACE: 73%
35 X 1
34 X 1 % OVER PACE: 16%
33 0
32 0 % UNDER PACE: 11%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, vertical curve 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 124 REVIEWED BY: Ruben Perales
45 ROADWAY: Orangethorpe Avenue
2/18/2025
LIMITS: Stanton Avenue to East City Limits
1:00 - 2:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
063 OraStaECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Collector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane eah direction, yellow centerline, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 1,524 vehicles SEGMENT LENGTH: 0.38 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 34 M.P.H.
45 0
44 0 50TH %: 28 M.P.H.
43 0
42 X 1 15TH %: 23 M.P.H.
41 X 1
40 0 AVERAGE SPEED: 28 M.P.H.
39 X 1
38 X X 2 10 MPH PACE: 25 - 34 M.P.H.
37 X 1
36 X X 2 % IN PACE: 68%
35 X X X 3
34 X X X X X X X 7 * % OVER PACE: 11%
33 X X X 3 *
32 X X X X X X X 7 * % UNDER PACE: 21%
31 X X X X X X 6 P
30 X X X X X X X 7 A
29 X X X X X 5 C ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, railroad crossing, horizontal curvature 28 X X X X X X 6 E NOT APPARENT TO DRIVERS:
27 X X X X X X 6 *
26 X X X X X X X X X X 10 *
25 X X X X X X X X X X X 11 *
24 X X X 3
23 X X X X X X 6 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X X X 3
21 X X X X 4 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H. 20 X X 2
19 X X 2 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 X 1
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
35 ROADWAY: Regio Avenue
3/25/2025
LIMITS: Altura Boulevard to Caballero Boulevard
11:10 AM - 1:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
064 RegAltCab.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, double-double yellow median island, two-way 61 X X X 3 left turn center lane, bike lanes, on-street parking 60 X 1 ADJACENT LAND USE: Residental, Park
59 X X 2
58 0 ROADWAY CONDITIONS: Good
57 X 1
56 X X 2 WEATHER: Clear/Dry
55 0
54 X 1 AVERAGE DAILY TRAFFIC: 19,630 vehicles SEGMENT LENGTH: 0.50 miles 53 X X X X X 5
52 X X X X 4 *
51 X X X X X X X 7 * ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X X X X X X X X X X X 11 *
49 X X X X X X X X 8 P ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0 A
47 X X X X X X X X X X X X X X 14 C
46 X X X X X X X X X X 10 E 85TH %: 52 M.P.H.
45 X X X X X X X X 8 *
44 X 1 * 50TH %: 47 M.P.H.
43 X X X X X X X 7 *
42 0 15TH %: 43 M.P.H.
41 0
40 X X 2 AVERAGE SPEED: 47 M.P.H.
39 X X X X X 5
38 X X X 3 10 MPH PACE: 43 - 52 M.P.H.
37 X 1
36 X X 2 % IN PACE: 70%
35 X 1
34 0 % OVER PACE: 15%
33 X 1
32 0 % UNDER PACE: 15%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, vertical curve, bike lanes, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 50 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
50 ROADWAY: Roascrans Avenue
2/26/2025
LIMITS: West City Limitis to East City Limits
9:00 - 9:38 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
065 RosWCLECL.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Local
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, undivided, yellow centerline, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 2,924 vehicles SEGMENT LENGTH: 0.42 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 48 0
47 0
46 0 85TH %: 37 M.P.H.
45 0
44 X 1 50TH %: 33 M.P.H.
43 X 1
42 X 1 15TH %: 29 M.P.H.
41 X X 2
40 X X X 3 AVERAGE SPEED: 33 M.P.H.
39 X X X X 4
38 X X X 3 10 MPH PACE: 28 - 37 M.P.H.
37 X X X X X X 6 *
36 X X X X X X 6 * % IN PACE: 81%
35 X X X X X X X X 8 *
34 X X X X X X X X X 9 P % OVER PACE: 15%
33 X X X X X X X X 8 A
32 X X X X X X X X X X X 11 C % UNDER PACE: 4%
31 X X X X X X X X X X 10 E
30 X X X X X X X X 8 *
29 X X X X X X X X 8 * ROADWAY CHARACTERISTICS Multiple driveways, no left turn channelization, on-street parking, vertical curve, 28 X X X X X X X 7 * NOT APPARENT TO DRIVERS:
27 X X X 3 horizontal curvature
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
35 ROADWAY: Rostrata Avenue
3/27/2025
LIMITS: Artesia Boulevard to Kensington Drive
1:00 - 2:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
066 RosArtKen.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Collector
63 0
62 0 ROADWAY DESCRIPTION: 1 lane each direction, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 895 vehicles SEGMENT LENGTH: 0.44 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 0
47 0
46 0 85TH %: 33 M.P.H.
45 0
44 0 50TH %: 30 M.P.H.
43 0
42 0 15TH %: 25 M.P.H.
41 0
40 X 1 AVERAGE SPEED: 29 M.P.H.
39 0
38 0 10 MPH PACE: 24 - 33 M.P.H.
37 X X X 3
36 0 % IN PACE: 78%
35 X X X 3
34 0 % OVER PACE: 12%
33 X X X X X X X 7 *
32 X X X X X X X 7 * % UNDER PACE: 10%
31 X X 2 *
30 X X X X X X 6 P
29 X X X X X X 6 A ROADWAY CHARACTERISTICS Multiple driveways, no left turn channelization, horizontal curvature, vertical curve, 28 X X X X X X X 7 C NOT APPARENT TO DRIVERS:
27 X X 2 E on-street parking
26 X X 2 *
25 X X X X 4 *
24 X X 2 *
23 X X X 3 EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 X 1
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 X 1
19 0 SHARED JURISDICTION SPEED: M.P.H. Prima Facie Speed (Local Street ) 18 X 1
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 58 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
25 ROADWAY: St. Andrews Avenue
2/26/2025
LIMITS: Los Coyotes Drive to Somerset Street
9:48 - 11:48 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
067 StACoySom.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, two-way left turn center lane, bike lanes 60 0 ADJACENT LAND USE: Residential, Industrial, Commercial 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 7,709 vehicles SEGMENT LENGTH: 0.27 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 48 0
47 X X 2
46 X 1 85TH %: 42 M.P.H.
45 X 1
44 X X X 3 50TH %: 38 M.P.H.
43 X X X 3
42 X X X X X X 6 * 15TH %: 34 M.P.H.
41 X X X X X X X X X 9 *
40 X X X X X X X X X X 10 * AVERAGE SPEED: 38 M.P.H.
39 X X X X X X X X X X 10 P
38 X X X X X X X X X X 10 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X 10 C
36 X X X X X X X X X 9 E % IN PACE: 84%
35 X X X X X X X X X 9 *
34 X X X X X X X 7 * % OVER PACE: 11%
33 X X X X 4 *
32 X X X 3 % UNDER PACE: 5%
31 X X 2
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, horizontal curvature, vertical curve, bike lanes 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
40 ROADWAY: Stage Road
3/27/2025
LIMITS: West City Limits to Beach Boulevard
11:20 AM - 12:20 PM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
068 StaWCLBea.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Primary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, segment with 3 lanes NB, left turn channelization, double yellow centerline 61 0 two-way left trun center lane, raised median with landscaping, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial, Amusement park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 16,064 vehicles SEGMENT LENGTH: 0.77 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 X 1
49 0 ACCIDENT RATE: 0.07 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 X 1
47 X 1
46 X X 2 85TH %: 42 M.P.H.
45 X 1
44 X X X X 4 50TH %: 37 M.P.H.
43 X X X X X X X X 8
42 X X X X 4 15TH %: 33 M.P.H.
41 X X X X X X X X 8 *
40 X X X X X X X X X 9 * AVERAGE SPEED: 37 M.P.H.
39 X X X X X X X X X 9 *
38 X X X X X X X X 8 P 10 MPH PACE: 32 - 41 M.P.H.
37 X X X X X X X X 8 A
36 X X X X X X X X X X X X X X X X 16 C % IN PACE: 75%
35 X X X X X X X X X 9 E
34 X X X X X X X X X X X X X X 14 * % OVER PACE: 17%
33 X X X X X X X X 8 *
32 X X X X X X 6 * % UNDER PACE: 8%
31 0
30 X X 2
29 X X X 3 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 X X X 3 NOT APPARENT TO DRIVERS:
27 X 1
26 X 1
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 127 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Stanton Avenue
3/13/2025
LIMITS: South City Limits to La Palma Avenue
1:00 - 2:00 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
069 StaSCLPal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, double-double yellow median island, two-way 61 0 left turn center lane, raised median
60 0 ADJACENT LAND USE: Residential, Commercial, Park, School, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 16,365 vehicles SEGMENT LENGTH: 0.85 miles 53 0
52 X 1
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X X 2
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 X 1
47 X X 2
46 X X X X X X 6 85TH %: 45 M.P.H.
45 X X X X X X X X X 9 *
44 X X X X X X X X X X X 11 * 50TH %: 40 M.P.H.
43 X X X X X X X X 8 *
42 X X X X X X 6 P 15TH %: 36 M.P.H.
41 X X X X X X X X 8 A
40 X X X X X X X X X X X 11 C AVERAGE SPEED: 41 M.P.H. 39 X X X X X X X X X X 10 E
38 X X X X X X X X X X X 11 * 10 MPH PACE: 36 - 45 M.P.H. 37 X X X X X X X X 8 *
36 X X X X X X X 7 * % IN PACE: 79%
35 X X X X X 5
34 X X X 3 % OVER PACE: 12%
33 X X 2
32 X 1 % UNDER PACE: 10%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, uncontrolled school two stage pedestrian crossing, school zone 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 113 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Stanton Avenue
2/18/2025
LIMITS: La Palma Avenue to Orangethorpe Avenue
1:45 - 2:45 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
070 StaPalOra.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, two way left turn center lane, raised median, 61 0 double-double yellow median island, on-street parking 60 0 ADJACENT LAND USE: Residential, Commercial, Industrial, School 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 15,517 vehicles SEGMENT LENGTH: 0.42 miles 53 0
52 X 1
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X 1
49 X X 2 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 X X X 3
46 X X 2 85TH %: 44 M.P.H.
45 X X X X X 5
44 X X X X X X X X 8 * 50TH %: 40 M.P.H.
43 X X X X X X X X X 9 *
42 X X X X X X X X 8 * 15TH %: 35 M.P.H.
41 X X X X X X X X X 9 P
40 X X X X X X X X 8 A AVERAGE SPEED: 40 M.P.H.
39 X X X X X X X X 8 C
38 X X X X X X X X 8 E 10 MPH PACE: 35 - 44 M.P.H.
37 X X X X X X X X 8 *
36 X X X X X X X 7 * % IN PACE: 76%
35 X X X X X X X X 8 *
34 X X X X X 5 % OVER PACE: 13%
33 X X X X X 5
32 X X 2 % UNDER PACE: 11%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, railroad crossing, on-street parking,vertical curve 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 107 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Stanton Avenue
2/18/2025
LIMITS: Orangethorpe Avenue to Auto Center Drive
2:30 - 3:30 PM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
071 StaOraAut.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, two-way left turn center lane, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Commercial, Church Park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 17,065 vehicles SEGMENT LENGTH: 0.58 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.09 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 0
47 0
46 0 85TH %: 40 M.P.H.
45 X 1
44 X 1 50TH %: 36 M.P.H.
43 X X X 3
42 X X X X 4 15TH %: 33 M.P.H.
41 X X X X X X 6 *
40 X X X X X X X 7 * AVERAGE SPEED: 36 M.P.H.
39 X X X X X X 6 *
38 X X X X X X X X X 9 P 10 MPH PACE: 32 - 41 M.P.H. 37 X X X X X X X X X 9 A
36 X X X X X X X X X 9 C % IN PACE: 82%
35 X X X X X X X X X X X X X 13 E
34 X X X X X X X X X X 10 * % OVER PACE: 9%
33 X X X X X X X X 8 *
32 X X X X X 5 * % UNDER PACE: 9%
31 X X X X 4
30 X X X 3
29 X X 2 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Stanton Avenue
3/26/2025
LIMITS: Auto Center Drive to Artesia Boulevard
9:00 - 10:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
072 StaAutArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, raised median, bike line (SB) 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 43,071 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X 1
47 X X X 3
46 X X X 3 85TH %: 43 M.P.H.
45 X 1
44 X 1 50TH %: 37 M.P.H.
43 X X X X X X X X X X X X X 13
42 X X X X X X 6 * 15TH %: 33 M.P.H.
41 X X X X X X X X 8 *
40 X X X X X X X X 8 * AVERAGE SPEED: 38 M.P.H.
39 X X X X X X X 7 P
38 X X X X X X X X X X X X 12 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X X 11 C
36 X X X X X X X X X X X X X X X X X X X 19 E % IN PACE: 72% 35 X X X X 4 *
34 X X X X 4 * % OVER PACE: 18%
33 X X X X X X X X X X X X X X 14 *
32 0 % UNDER PACE: 10%
31 X X X X X X 6
30 X X X 3
29 X X X 3 ROADWAY CHARACTERISTICS Multiple driveways, SB bike lane 28 X 1 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: Cypress PROPOSED SPEED LIMIT: M.P.H. 20 0
19 0 SHARED JURISDICTION SPEED: 45 M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 129 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
45 ROADWAY: Valley View Street
2/25/2025
LIMITS: Ball Road to Cerritos Avenue
10:30 - 11:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
073 ValBalCer.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, double yellow centerline, double-double yellow 61 0 median island, raised median with landscaping
60 0 ADJACENT LAND USE: Residential, Commercial, Church 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear
55 0
54 0 AVERAGE DAILY TRAFFIC: 41,574 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 2 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.09 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 0
47 0 *
46 X X X X X X 6 * 85TH %: 45 M.P.H.
45 X X X X X X X X X X X 11 *
44 X X X X X X X X X 9 P 50TH %: 41 M.P.H.
43 X X X X X X X X X 9 A
42 X X X X X X X X X X X X X X X X X X 18 C 15TH %: 40 M.P.H. 41 X X X X X X X X X X X X X X X X X X X X X X 22 E
40 X X X X X X X X X X X X X X X X X X 18 * AVERAGE SPEED: 42 M.P.H. 39 X X X X X X X X X X X X X 13 *
38 X X 2 * 10 MPH PACE: 38 - 47 M.P.H.
37 0
36 0 % IN PACE: 100%
35 0
34 0 % OVER PACE: 0%
33 0
32 0 % UNDER PACE: 0%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways
28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 108 REVIEWED BY: Ruben Perales
45 ROADWAY: Valley View Street
3/11/2025
LIMITS: Lincoln Avenue to Crescent Avenue
9:00 - 10:20 AM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
074 ValLinCre.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, double yellow centerline, raised median 61 0
60 0 ADJACENT LAND USE: Residential, Church
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 41,301 vehicles SEGMENT LENGTH: 0.50 miles 53 X X 2
52 X 1
51 X 1 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 X X X X 4
49 X X X X X X X X 8 * ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X X X 3 *
47 X X X X X 5 *
46 X X X X X X X 7 P 85TH %: 49 M.P.H.
45 X X X X X X X X 8 A
44 X X X X X X 6 C 50TH %: 43 M.P.H.
43 X X X X X X X X X X X 11 E
42 X X X X X X X X X 9 * 15TH %: 38 M.P.H.
41 X X X X X X 6 *
40 X X X X X X 6 * AVERAGE SPEED: 43 M.P.H.
39 X X X X X X 6
38 X X X X X 5 10 MPH PACE: 40 - 49 M.P.H.
37 X X X X X 5
36 X X X 3 % IN PACE: 69%
35 X X X 3
34 X 1 % OVER PACE: 8%
33 0
32 0 % UNDER PACE: 23%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Frontage road
28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
45 ROADWAY: Valley View Street
3/26/2025
LIMITS: Crescent Avenue to La Palma Avenue
11:55 AM - 12:45 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
075 ValCrePal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Principal Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, segment with 2 lanes each direction, double yellow centerline, 61 0 double-double yellow median island, two-way left turn center lane, raised median, bike lane (SB) 60 0 ADJACENT LAND USE: Residential, Commercial, Park
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 29,288 vehicles SEGMENT LENGTH: 0.85 miles 53 X X 2
52 X 1
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 2 midblock collisions 50 X X X 3
49 X X X 3 ACCIDENT RATE: 0.07 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X X 2
47 X X X X 4
46 X X X X X X 6 * 85TH %: 46 M.P.H.
45 X X X X X X X 7 *
44 X X X X X X 6 * 50TH %: 42 M.P.H.
43 X X X X X X X X X X X 11 P
42 X X X X X X X X X X X 11 A 15TH %: 39 M.P.H.
41 X X X X X X X X 8 C
40 X X X X X X X X X X 10 E AVERAGE SPEED: 42 M.P.H.
39 X X X X X X X X X X X X X 13 *
38 X X X X 4 * 10 MPH PACE: 37 - 46 M.P.H.
37 X X X X X X X 7 *
36 X X 2 % IN PACE: 81%
35 X 1
34 X 1 % OVER PACE: 15%
33 0
32 0 % UNDER PACE: 4%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, vertical curve 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 45 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 102 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
45 ROADWAY: Valley View Street
3/26/2025
LIMITS: La Palma Avenue to Orangethorpe Avenue
10:30 - 11:25 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
076 ValPalOra.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Major Arterial
63 0
62 0 ROADWAY DESCRIPTION: 3 lanes each direction, left turn channelization, two-way left turn center lane, raised median 61 0 with landscaping, on-street parking
60 0 ADJACENT LAND USE: Industrial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 23,987 vehicles SEGMENT LENGTH: 1.01 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 0 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.87 acc/mvm 48 X X 2
47 X X X 3
46 X X X 3 85TH %: 44 M.P.H.
45 X X X X X 5 *
44 X X X X 4 * 50TH %: 38 M.P.H.
43 X X X X X X X X X X X 11 *
42 X X X X 4 P 15TH %: 31 M.P.H.
41 X 1 A
40 X X X X X X X X 8 C AVERAGE SPEED: 38 M.P.H.
39 X X X X X X X X 8 E
38 X X X X X 5 * 10 MPH PACE: 36 - 45 M.P.H.
37 X 1 *
36 X X X X X X X X X 9 * % IN PACE: 56%
35 X X X X 4
34 X X X X X 5 % OVER PACE: 8%
33 X X X X X X X X X X 10
32 0 % UNDER PACE: 36%
31 X X 2
30 X X X X X X X X 8
29 X X 2 ROADWAY CHARACTERISTICS Multiple driveways, multiple railroad crossings, on-street parking 28 X X 2 NOT APPARENT TO DRIVERS:
27 X X 2
26 0
25 X 1
24 0
23 0 EXISTING SPEED LIMIT: 50 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
45 ROADWAY: Valley View Street
3/11/2025
LIMITS: Orangethorpe Avenue to Artesia Boulevard
9:00 - 9:30 AM
Y

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
077 ValOraArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, double-double yellow median island, raised media 61 0 two-way left turn center lane, on-street parking
60 0 ADJACENT LAND USE: Residential, Commercial, Amusement park 59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 20,258 vehicles SEGMENT LENGTH: 0.91 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 9 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.45 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 X 1
47 0
46 0 85TH %: 41 M.P.H.
45 0
44 X X X X X 5 50TH %: 37 M.P.H.
43 X X 2
42 X X X X 4 * 15TH %: 34 M.P.H.
41 X X X X X X X X X X X 11 *
40 X X X X X X X X 8 * AVERAGE SPEED: 38 M.P.H.
39 X X X X X X X X X 9 P
38 X X X X X X X X X X X 11 A 10 MPH PACE: 33 - 42 M.P.H. 37 X X X X X X X X X X X 11 C
36 X X X X X X X X X X X X X X 14 E % IN PACE: 87%
35 X X X X X X X X X X 10 *
34 X X X X X 5 * % OVER PACE: 8%
33 X X X X X X X 7 *
32 X X 2 % UNDER PACE: 6%
31 X X X 3
30 0
29 X 1 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking, horizontal curvature, high pedestrian activity 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 104 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
40 ROADWAY: Western Avenue
2/27/2025
LIMITS: South City Limits to La Palma Avenue
11:15 - 11:40 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
078 WesSCLPal.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, 'left turn channelization double yellow centerline, two-way left turn 61 0 center lane, on-street parking
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 20,163 vehicles SEGMENT LENGTH: 0.85 miles 53 0
52 0
51 X 1 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 X 1
49 X 1 ACCIDENT RATE: 0.05 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 X X X X 4
47 X X X X 4
46 X X X X X 5 85TH %: 45 M.P.H.
45 X X X X X X X 7 *
44 X X X X X X X X 8 * 50TH %: 40 M.P.H.
43 X X X X X X X 7 *
42 X X X X X X X X 8 P 15TH %: 36 M.P.H.
41 X X X X X X X X X X 10 A
40 X X X X X X X X X X X X 12 C AVERAGE SPEED: 40 M.P.H. 39 X X X X X X X X X X X 11 E
38 X X X X X X X X X X 10 * 10 MPH PACE: 36 - 45 M.P.H. 37 X X X X X X X X X X 10 *
36 X X X X X X X X X X 10 * % IN PACE: 75%
35 X X X X X X X 7
34 X X X X 4 % OVER PACE: 13%
33 X X X 3
32 X 1 % UNDER PACE: 12%
31 0
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, on-street parking 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 124 REVIEWED BY: Ruben Perales
40 ROADWAY: Western Avenue
2/18/2025
LIMITS: La Palma Avenue to Orangethorpe Avenue
3:00 - 4:00 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
079 WesPalOra.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Secondary Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, double-double yellow median island, raised media 61 0 on-street parking
60 0 ADJACENT LAND USE: Reidential, Commercial, Church
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 20,500 vehicles SEGMENT LENGTH: 1.00 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 1 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.04 acc/mvm EXPECTED RATE: 0.64 acc/mvm 48 X X 2
47 X 1
46 X X X 3 85TH %: 44 M.P.H.
45 X X X X X X 6 *
44 X X X X X X 6 * 50TH %: 40 M.P.H.
43 X X X X X X X X 8 *
42 X X X X X X X X X 9 P 15TH %: 36 M.P.H.
41 X X X X X X X 7 A
40 X X X X X X X X X X 10 C AVERAGE SPEED: 40 M.P.H.
39 X X X X X X X X 8 E
38 X X X X X X X X X X 10 * 10 MPH PACE: 36 - 45 M.P.H. 37 X X X X X X X X 8 *
36 X X X X X X X 7 * % IN PACE: 79%
35 X X X X X X 6
34 X X X X X 5 % OVER PACE: 6%
33 X X 2
32 X 1 % UNDER PACE: 15%
31 X 1
30 0
29 0 ROADWAY CHARACTERISTICS Multiple driveways, railroad crossing, on-streeet parking, vertical curve 28 0 NOT APPARENT TO DRIVERS:
27 0
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
40 ROADWAY: Western Avenue
3/26/2025
LIMITS: Orangethorpe Avenueto Artesia Boulevard
1:00 - 1:45 PM
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
080 WesOraArt.xlsx

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 0
64 0 STREET CLASIFICATION: Minor Arterial
63 0
62 0 ROADWAY DESCRIPTION: 2 lanes each direction, double yellow centerline, on-street parking 61 0
60 0 ADJACENT LAND USE: Residential, Commercial
59 0
58 0 ROADWAY CONDITIONS: Good
57 0
56 0 WEATHER: Clear/Dry
55 0
54 0 AVERAGE DAILY TRAFFIC: 4,886 vehicles SEGMENT LENGTH: 0.50 miles 53 0
52 0
51 0 ACCIDENT HISTORY DATES: 1/1/2022 - 12/31/2024 (3 years) # OF ACCIDENTS: 2 midblock collisions 50 0
49 0 ACCIDENT RATE: 0.74 acc/mvm EXPECTED RATE: 0.66 acc/mvm 48 0
47 0
46 0 85TH %: 38 M.P.H.
45 0
44 0 50TH %: 34 M.P.H.
43 0
42 X 1 15TH %: 30 M.P.H.
41 X 1
40 X X X 3 AVERAGE SPEED: 34 M.P.H.
39 X X X X X 5 *
38 X X X X X X X 7 * 10 MPH PACE: 30 - 39 M.P.H.
37 X X X X X X X X 8 *
36 X X X X X X X X X 9 P % IN PACE: 87%
35 X X X X X X X X X X X 11 A
34 X X X X X X X X X X X 11 C % OVER PACE: 5%
33 X X X X X X X X X X 10 E
32 X X X X X X X X X X 10 * % UNDER PACE: 8%
31 X X X X X X X 7 *
30 X X X X X X X X X 9 *
29 X X X X X 5 ROADWAY CHARACTERISTICS Multiple driveways, school pedestrian crossings, on-street parking 28 X X 2 NOT APPARENT TO DRIVERS:
27 X 1
26 0
25 0
24 0
23 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):
22 0
21 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.
20 0
19 0 SHARED JURISDICTION SPEED: M.P.H.
18 0
17 0
16 0 OBSERVED BY: NDS
15 0
GRAND TOTALS 100 REVIEWED BY: Ruben Perales
N

CITY OF BUENA PARK ENGINEERING AND TRAFFIC SURVEY
35 ROADWAY: Whitaker Street
3/26/2025
LIMITS: Stanton Avenue to Dale Street
10:00 - 11:00 AM
TRAFFIC No. 2838
TRAFFIC No. 2838
TRAFFIC No. 2838
081 WhiStaDal.xlsx
APPENDIX E
Engineering and Traffic Survey Raw Data
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 1
18 4
19 3
20 3
21 2
22 2
23 24 2
25 1
26 1
27 4
28 3
29 4
30 5
31 8
32 6
33 1
34 3
35 3
36 1
37 2
38 2
39 4
40 41 1
42 43 1
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 71 16 - 44 30 mph 37 mph 26 - 35 38 54% 28% / 20 19% / 13

SPEED PARAMETERS
Altura Blvd Bet Artesia Blvd & Descanso Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
11:40-13:40
3/11/2025
Project #: 25-010012-001
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 2
20 21 1
22 3
23 1
24 25 4
26 3
27 8
28 4
29 8
30 5
31 4
32 1
33 7
34 5
35 6
36 2
37 3
38 11
39 2
40 41 1
42 43 3
44 5
45 4
46 3
47 2
48 49
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 18 - 50 33 mph 43 mph 29 - 38 52 52% 27% / 27 21% / 21

SPEED PARAMETERS
Artesia Blvd EB Bet Industry Cir & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:32-10:00
3/11/2025
Project #: 25-010012-002
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 5
21 3
22 7
23 11
24 4
25 5
26 27 2
28 9
29 5
30 5
31 1
32 7
33 8
34 7
35 7
36 2
37 4
38 2
39 3
40 2
41 42
43 44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 20 - 44 29 mph 35 mph 28 - 37 55 54% 36% / 37 9% / 9

SPEED PARAMETERS
Artesia Blvd Bet SR 39/Beach Blvd & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
10:25-10:51
3/11/2025
Project #: 25-010012-003
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 2
24 1
25 4
26 27 1
28 2
29 3
30 5
31 4
32 6
33 10
34 9
35 8
36 11
37 10
38 8
39 9
40 11
41 17
42 8
43 4
44 45 2
46 1
47 1
48 49 2
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 139 23 - 49 37 mph 41 mph 33 - 42 101 73% 20% / 28 8% / 10

SPEED PARAMETERS
Artesia Blvd Bet SR 39/Beach Blvd & Indiana Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-10:00
3/12/2025
Project #: 25-010012-004
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12 1
13 1
14 3
15 4
16 9
17 7
18 3
19 4
20 8
21 3
22 2
23 5
24 1
25 5
26 2
27 2
28 1
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 61 12 - 28 19 mph 25 mph 15 - 24 49 80% 8% / 5 12% / 7

SPEED PARAMETERS
Auto Center Dr Bet CarMax Roundabout & Western Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
10:25-12:25
3/11/2025
Project #: 25-010012-005
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 1
25 1
26 6
27 5
28 6
29 7
30 9
31 6
32 12
33 8
34 7
35 9
36 9
37 6
38 4
39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 40 32 mph 36 mph 28 - 37 79 79% 14% / 14 7% / 7

SPEED PARAMETERS
Auto Center Dr Bet SR 39/Beach Blvd & Western Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
13:35-14:10
3/11/2025
Project #: 25-010012-006
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 3
31 3
32 3
33 6
34 9
35 6
36 6
37 10
38 12
39 10
40 12
41 10
42 6
43 5
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 29 - 45 38 mph 41 mph 33 - 42 87 83% 9% / 10 8% / 8

SPEED PARAMETERS
Auto Center Dr Bet SR 39/Beach Blvd & I-5/Santa Ana Fwy Off-Ramp City of Buena Park
Eastbound & Westbound Spot Speeds
14:15-14:50
3/11/2025
Project #: 25-010012-007
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 3
24 6
25 7
26 6
27 7
28 8
29 7
30 12
31 9
32 8
33 8
34 5
35 3
36 6
37 2
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 38 30 mph 34 mph 24 - 33 78 78% 5% / 5 17% / 17

SPEED PARAMETERS
Auto Center Dr Bet I-5/Santa Ana Fwy Off-Ramp & Orangethorpe Ave City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-10:30
2/18/2025
Project #: 25-010012-008
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 8
40 14
41 13
42 20
43 22
44 13
45 7
46 3
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 39 - 46 42 mph 44 mph 37 - 46 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Ball Rd Bet Holder St & Fremont St
City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-10:30
3/13/2025
Project #: 25-010012-009
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 2
27 4
28 6
29 8
30 9
31 8
32 11
33 11
34 9
35 9
36 8
37 6
38 4
39 3
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 40 33 mph 36 mph 28 - 37 85 85% 7% / 7 8% / 8

SPEED PARAMETERS
SR 39/Beach Blvd Bet 9th St & Artesia Fwy/SR 91
City of Buena Park
Northbound & Southbound Spot Speeds
11:00-12:00
2/18/2025
Project #: 25-010012-077
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 4
28 6
29 7
30 8
31 10
32 10
33 10
34 9
35 9
36 6
37 7
38 4
39 3
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 41 33 mph 37 mph 28 - 37 82 82% 8% / 8 10% / 10

SPEED PARAMETERS
SR 39/Beach Blvd Bet Artesia Fwy/SR 91 & Medieval Times Dinner & Tournament Dwy City of Buena Park
Northbound & Southbound Spot Speeds
12:30-13:30
2/18/2025
Project #: 25-010012-078
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 1
23 24 5
25 3
26 6
27 8
28 11
29 5
30 7
31 5
32 8
33 3
34 6
35 9
36 5
37 4
38 3
39 6
40 2
41 1
42 3
43 1
44 2
45 46
47 2
48 49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 20 - 49 32 mph 39 mph 26 - 35 68 62% 10% / 12 28% / 30

SPEED PARAMETERS
SR 39/Beach Blvd Bet Medieval Times Dinner & Tournament Dwy & La Palma Ave City of Buena Park
Northbound & Southbound Spot Speeds
09:00-11:00
3/13/2025
Project #: 25-010012-079
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 2
23 2
24 2
25 1
26 27 4
28 9
29 14
30 11
31 4
32 11
33 10
34 10
35 8
36 8
37 5
38 2
39 7
40 6
41 3
42 1
43 1
44 2
45 1
46 1
47 2
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 129 21 - 48 33 mph 39 mph 28 - 37 90 70% 9% / 12 21% / 27

SPEED PARAMETERS
SR 39/Beach Blvd Bet Crescent Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
15:00-16:00
3/13/2025
Project #: 25-010012-080
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 1
22 1
23 1
24 25 2
26 1
27 2
28 1
29 7
30 6
31 6
32 7
33 11
34 7
35 10
36 7
37 5
38 11
39 8
40 3
41 5
42 4
43 4
44 5
45 4
46 2
47 1
48 1
49 2
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 127 20 - 50 35 mph 43 mph 30 - 39 78 61% 13% / 17 26% / 32

SPEED PARAMETERS
SR 39/Beach Blvd Bet Crescent Ave & Lincoln Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:00-12:00
3/13/2025
Project #: 25-010012-081
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 3
25 3
26 1
27 10
28 4
29 7
30 11
31 11
32 7
33 7
34 3
35 6
36 4
37 6
38 1
39 3
40 5
41 4
42 3
43 44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 44 31 mph 39 mph 27 - 36 70 70% 7% / 7 23% / 23

SPEED PARAMETERS
Caballero Blvd Bet Valley View St & Regio Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:15-11:00
3/25/2025
Project #: 25-010012-010
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 4
25 7
26 10
27 11
28 14
29 12
30 11
31 7
32 6
33 6
34 3
35 2
36 1
37 1
38 2
39 1
40 41
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 42 29 mph 33 mph 24 - 33 88 88% 1% / 1 11% / 11

SPEED PARAMETERS
Caballero Blvd Bet Regio Ave & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
15:00-16:00
3/27/2025
Project #: 25-010012-011
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 3
21 1
22 3
23 2
24 6
25 8
26 8
27 10
28 10
29 7
30 10
31 6
32 9
33 7
34 5
35 2
36 1
37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 19 - 37 28 mph 33 mph 24 - 33 81 81% 10% / 10 9% / 9

SPEED PARAMETERS
Cameron Dr Bet SR 39/Beach Blvd & Country Club Dr
City of Buena Park
Northbound & Southbound Spot Speeds
14:00-16:00
2/26/2025
Project #: 25-010012-012
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 2
31 1
32 1
33 34 5
35 1
36 7
37 9
38 39 14
40 12
41 9
42 10
43 9
44 5
45 5
46 7
47 8
48 1
49 1
50 3
51 52
53 1
54 2
55 56
57 2
58 59
60 1
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 116 30 - 60 41 mph 47 mph 36 - 45 80 69% 8% / 10 23% / 26

SPEED PARAMETERS
W Cerritos Ave Bet Valley View St & Carlotta Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
11:10-11:40
2/25/2025
Project #: 25-010012-013
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 2
26 4
27 7
28 7
29 7
30 3
31 10
32 10
33 9
34 14
35 9
36 5
37 4
38 3
39 2
40 3
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 40 32 mph 36 mph 27 - 36 81 81% 7% / 7 12% / 12

SPEED PARAMETERS
Commonwealth Ave Bet Auto Center Dr & SR 39/Beach Blvd
City of Buena Park
Eastbound & Westbound Spot Speeds
12:30-13:30
3/11/2025
Project #: 25-010012-014
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 26
27 1
28 2
29 2
30 5
31 6
32 6
33 8
34 10
35 9
36 6
37 6
38 3
39 5
40 9
41 8
42 6
43 5
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 45 35 mph 41 mph 32 - 41 70 70% 17% / 17 13% / 13

SPEED PARAMETERS
Commonwealth Ave Bet SR 39/Beach Blvd & Stanton Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:50-10:20
3/11/2025
Project #: 25-010012-015
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 6
23 7
24 11
25 12
26 12
27 12
28 10
29 9
30 7
31 6
32 4
33 2
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 34 27 mph 30 mph 22 - 31 92 92% 1% / 1 7% / 7

SPEED PARAMETERS
Country Club Dr Bet Malvern Ave & Fox Hills Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-10:30
3/27/2025
Project #: 25-010012-016
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 1
33 1
34 5
35 9
36 9
37 7
38 7
39 11
40 9
41 5
42 7
43 6
44 4
45 6
46 7
47 48
49 3
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 30 - 50 39 mph 45 mph 34 - 43 75 75% 4% / 4 21% / 21

SPEED PARAMETERS
Crescent Ave Bet Valley View St & Walker St
City of Buena Park
Eastbound & Westbound Spot Speeds
12:55-13:35
3/26/2025
Project #: 25-010012-021
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 2
24 2
25 2
26 1
27 2
28 3
29 3
30 7
31 2
32 4
33 11
34 3
35 3
36 4
37 6
38 8
39 8
40 8
41 9
42 10
43 4
44 1
45 4
46 1
47 1
48 49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 23 - 49 37 mph 42 mph 33 - 42 70 64% 25% / 28 11% / 12

SPEED PARAMETERS
Crescent Ave Bet Valley View St & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
14:00-15:00
3/13/2025
Project #: 25-010012-020
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 1
31 1
32 3
33 6
34 4
35 2
36 2
37 6
38 5
39 8
40 9
41 9
42 9
43 4
44 11
45 9
46 6
47 3
48 4
49 2
50 1
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 28 - 52 41 mph 46 mph 37 - 46 76 71% 18% / 20 11% / 11

SPEED PARAMETERS
Crescent Ave Bet SR 39/Beach Blvd & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
10:35-11:10
2/27/2025
Project #: 25-010012-019
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 37
38 1
39 2
40 7
41 10
42 6
43 7
44 8
45 17
46 7
47 9
48 8
49 13
50 7
51 4
52 1
53 1
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 35 - 54 45 mph 49 mph 40 - 49 92 84% 3% / 4 13% / 14

SPEED PARAMETERS
Crescent Ave Bet SR 39/Beach Blvd & Dale St
City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-09:35
2/27/2025
Project #: 25-010012-018
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 2
26 1
27 28 1
29 30 1
31 7
32 5
33 6
34 9
35 10
36 7
37 8
38 5
39 3
40 10
41 2
42 5
43 4
44 7
45 4
46 2
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 46 36 mph 43 mph 31 - 40 70 70% 6% / 6 24% / 24

SPEED PARAMETERS
Crescent Ave Bet Dale St & Colorado St
City of Buena Park
Eastbound & Westbound Spot Speeds
09:40-10:30
2/27/2025
Project #: 25-010012-017
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 14
37 17
38 21
39 17
40 17
41 11
42 11
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 108 36 - 42 39 mph 41 mph 33 - 42 108 100% 0% / 0 0% / 0

SPEED PARAMETERS
Dale St Bet La Palma Ave & Crescent Ave
City of Buena Park
Northbound & Southbound Spot Speeds
10:45-11:55
3/13/2025
Project #: 25-010012-022
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 6
34 14
35 15
36 16
37 19
38 14
39 9
40 6
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 33 - 41 36 mph 39 mph 32 - 41 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Dale St Bet La Palma Ave & Artesia Fwy/SR 91
City of Buena Park
Northbound & Southbound Spot Speeds
09:00-10:35
3/13/2025
Project #: 25-010012-023
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 3
29 4
30 7
31 7
32 12
33 9
34 9
35 9
36 11
37 7
38 7
39 4
40 6
41 42 2
43 44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 26 - 44 34 mph 38 mph 29 - 38 82 82% 5% / 5 13% / 13

SPEED PARAMETERS
Dale St Bet Auto Center Dr & Commonwealth Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:00-12:30
3/26/2025
Project #: 25-010012-024
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 1
28 3
29 3
30 2
31 7
32 10
33 10
34 10
35 9
36 6
37 8
38 8
39 4
40 3
41 2
42 2
43 3
44 4
45 46
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 47 34 mph 39 mph 31 - 40 75 75% 13% / 13 12% / 12

SPEED PARAMETERS
Dale St Bet Artesia Ave/Artesia Blvd & Commonwealth Ave City of Buena Park
Northbound & Southbound Spot Speeds
10:00-11:00
3/12/2025
Project #: 25-010012-025
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 2
27 4
28 4
29 7
30 15
31 14
32 8
33 7
34 15
35 6
36 6
37 6
38 4
39 3
40 1
41 2
42 3
43 1
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 26 - 44 33 mph 37 mph 28 - 37 88 80% 5% / 6 15% / 16

SPEED PARAMETERS
Dale St Bet Artesia Ave/Artesia Blvd & Malvern Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:00-12:00
3/19/2025
Project #: 25-010012-026
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 2
21 3
22 2
23 3
24 5
25 2
26 5
27 8
28 6
29 4
30 4
31 9
32 5
33 10
34 2
35 5
36 3
37 5
38 3
39 5
40 3
41 2
42 1
43 44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 19 - 44 31 mph 38 mph 24 - 33 58 58% 11% / 11 31% / 31

SPEED PARAMETERS
Descanso Ave Bet Altura Blvd & Caballero Blvd
City of Buena Park
Northbound & Southbound Spot Speeds
13:45-15:35
3/11/2025
Project #: 25-010012-027
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 4
18 4
19 3
20 4
21 3
22 3
23 5
24 4
25 6
26 3
27 7
28 3
29 5
30 4
31 6
32 3
33 5
34 2
35 6
36 2
37 1
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 85 16 - 38 27 mph 33 mph 22 - 31 46 54% 22% / 19 24% / 20

SPEED PARAMETERS
8th St Bet Cul-de-Sac/Consolidated Electrical Distributors Dwy & Knott Ave City of Buena Park
Eastbound & Westbound Spot Speeds
14:00-16:00
3/25/2025
Project #: 25-010012-028
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 2
20 5
21 10
22 14
23 16
24 16
25 15
26 12
27 6
28 3
29 1
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 19 - 29 24 mph 26 mph 19 - 28 99 99% 0% / 0 1% / 1

SPEED PARAMETERS
8th St Bet Knott Ave & Western Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
14:30-16:00
3/26/2025
Project #: 25-010012-029
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12 1
13 5
14 7
15 3
16 8
17 4
18 4
19 2
20 7
21 7
22 5
23 6
24 4
25 11
26 5
27 4
28 4
29 2
30 4
31 32 3
33 34
35 3
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 12 - 37 22 mph 28 mph 16 - 25 58 58% 16% / 16 26% / 26

SPEED PARAMETERS
Firestone Blvd Bet Artesia Blvd & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
12:10-12:40
3/11/2025
Project #: 25-010012-030
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 1
22 1
23 2
24 1
25 4
26 3
27 6
28 7
29 7
30 5
31 13
32 10
33 15
34 14
35 6
36 6
37 2
38 5
39 1
40 3
41 1
42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 116 20 - 43 32 mph 36 mph 27 - 36 89 77% 11% / 13 13% / 14

SPEED PARAMETERS
Grand Ave Bet Lincoln Ave & Crescent Ave
City of Buena Park
Northbound & Southbound Spot Speeds
12:00-13:00
3/13/2025
Project #: 25-010012-031
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 7
29 2
30 8
31 2
32 10
33 5
34 14
35 12
36 12
37 12
38 5
39 3
40 7
41 1
42 4
43 2
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 26 - 44 35 mph 39 mph 28 - 37 84 77% 1% / 2 22% / 23

SPEED PARAMETERS
Holder St Bet W Cerritos Ave & Myra Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:45-12:40
2/25/2025
Project #: 25-010012-032
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 5
28 3
29 7
30 8
31 10
32 11
33 11
34 12
35 9
36 8
37 6
38 2
39 3
40 41 1
42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 43 33 mph 36 mph 28 - 37 85 85% 7% / 7 8% / 8

SPEED PARAMETERS
Holder St Bet Ball Rd & Myra Ave
City of Buena Park
Northbound & Southbound Spot Speeds
12:45-13:35
2/25/2025
Project #: 25-010012-033
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 2
33 4
34 8
35 10
36 13
37 13
38 13
39 10
40 15
41 8
42 3
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 32 - 43 37 mph 40 mph 33 - 42 97 97% 2% / 2 1% / 1

SPEED PARAMETERS
Holder St Bet Ball Rd & Orange Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:50-13:10
3/11/2025
Project #: 25-010012-034
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 5
32 9
33 14
34 11
35 11
36 16
37 14
38 10
39 6
40 3
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 30 - 40 35 mph 38 mph 31 - 40 99 99% 1% / 1 0% / 0

SPEED PARAMETERS
Holder St Bet Lincoln Ave & Orange Ave
City of Buena Park
Northbound & Southbound Spot Speeds
09:00-10:20
3/11/2025
Project #: 25-010012-035
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 17
22 18
23 22
24 17
25 16
26 10
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 26 23 mph 25 mph 17 - 26 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Holder St Bet Lincoln Ave & Crescent Ave
City of Buena Park
Northbound & Southbound Spot Speeds
10:32-12:10
3/11/2025
Project #: 25-010012-036
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 7
34 9
35 13
36 13
37 15
38 13
39 9
40 12
41 6
42 3
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 33 - 42 37 mph 40 mph 33 - 42 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Knott Ave Bet Lincoln Ave & Crescent Ave
City of Buena Park
Northbound & Southbound Spot Speeds
12:35-13:45
3/11/2025
Project #: 25-010012-037
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 1
31 4
32 5
33 10
34 11
35 10
36 12
37 5
38 11
39 8
40 5
41 5
42 3
43 2
44 1
45 3
46 1
47 2
48 1
49 50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 28 - 50 36 mph 41 mph 32 - 41 82 80% 5% / 6 14% / 14

SPEED PARAMETERS
Knott Ave Bet La Palma Ave & Crescent Ave
City of Buena Park
Northbound & Southbound Spot Speeds
13:40-14:20
2/27/2025
Project #: 25-010012-038
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 2
20 2
21 1
22 1
23 24 4
25 4
26 4
27 4
28 5
29 30 2
31 3
32 6
33 6
34 7
35 13
36 9
37 5
38 5
39 8
40 5
41 42 2
43 3
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 19 - 44 34 mph 39 mph 31 - 40 67 66% 28% / 29 6% / 6

SPEED PARAMETERS
Knott Ave Bet La Palma Ave & Orangethorpe Ave
City of Buena Park
Northbound & Southbound Spot Speeds
12:30-13:00
2/27/2025
Project #: 25-010012-039
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 3
31 5
32 8
33 4
34 7
35 11
36 4
37 6
38 10
39 8
40 5
41 7
42 1
43 3
44 7
45 3
46 2
47 3
48 1
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 29 - 49 38 mph 44 mph 32 - 41 70 70% 9% / 9 21% / 21

SPEED PARAMETERS
Knott Ave Bet Artesia Blvd & Orangethorpe Ave
City of Buena Park
Northbound & Southbound Spot Speeds
12:00-12:30
3/11/2025
Project #: 25-010012-040
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 2
30 1
31 6
32 6
33 8
34 9
35 9
36 10
37 12
38 9
39 8
40 6
41 6
42 2
43 3
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 29 - 45 36 mph 40 mph 31 - 40 83 83% 3% / 3 14% / 14

SPEED PARAMETERS
Knott Ave Bet Firestone Blvd & Desman Rd
City of Buena Park
Northbound & Southbound Spot Speeds
14:00-15:00
3/27/2025
Project #: 25-010012-041
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 1
30 3
31 8
32 9
33 10
34 8
35 8
36 7
37 7
38 6
39 6
40 5
41 6
42 4
43 5
44 3
45 1
46 1
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 28 - 47 36 mph 41 mph 31 - 40 74 74% 5% / 5 21% / 21

SPEED PARAMETERS
S La Mirada Blvd Bet SR 39/Beach Blvd & Alondra Blvd
City of Buena Park
Northbound & Southbound Spot Speeds
10:30-11:15
3/27/2025
Project #: 25-010012-046
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 1
33 1
34 35 3
36 7
37 10
38 5
39 7
40 6
41 12
42 7
43 8
44 7
45 9
46 3
47 5
48 5
49 1
50 1
51 1
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 32 - 52 41 mph 46 mph 36 - 45 78 78% 5% / 5 17% / 17

SPEED PARAMETERS
La Palma Ave Bet Valley View St & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
13:05-13:35
2/27/2025
Project #: 25-010012-042
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 3
29 30 2
31 5
32 4
33 2
34 3
35 7
36 11
37 6
38 2
39 11
40 8
41 2
42 7
43 7
44 3
45 5
46 6
47 2
48 2
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 26 - 49 39 mph 45 mph 34 - 43 64 64% 17% / 17 19% / 19

SPEED PARAMETERS
La Palma Ave Bet SR 39/Beach Blvd & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
11:45-12:25
2/27/2025
Project #: 25-010012-043
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 2
31 4
32 7
33 5
34 9
35 13
36 6
37 8
38 11
39 7
40 9
41 6
42 5
43 4
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 29 - 45 37 mph 41 mph 32 - 41 81 81% 7% / 7 12% / 12

SPEED PARAMETERS
La Palma Ave Bet SR 39/Beach Blvd & Dale St
City of Buena Park
Eastbound & Westbound Spot Speeds
14:25-15:15
3/26/2025
Project #: 25-010012-044
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 2
31 3
32 2
33 8
34 5
35 8
36 12
37 5
38 7
39 6
40 7
41 6
42 7
43 6
44 8
45 1
46 2
47 1
48 3
49 4
50 2
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 106 29 - 50 38 mph 44 mph 35 - 44 72 68% 19% / 21 13% / 13

SPEED PARAMETERS
La Palma Ave Bet N Magnolia St & Dale St
City of Buena Park
Eastbound & Westbound Spot Speeds
12:15-12:45
3/27/2025
Project #: 25-010012-045
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 12
37 13
38 15
39 18
40 16
41 11
42 8
43 7
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 36 - 43 39 mph 41 mph 34 - 43 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Lincoln Ave Bet Holder St & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
13:50-14:50
3/11/2025
Project #: 25-010012-047
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 3
26 1
27 2
28 3
29 5
30 7
31 8
32 7
33 8
34 10
35 10
36 4
37 8
38 6
39 3
40 8
41 3
42 43 3
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 43 34 mph 39 mph 29 - 38 73 73% 10% / 10 17% / 17

SPEED PARAMETERS
Los Coyotes Dr Bet SR 39/Beach Blvd & Country Club Dr
City of Buena Park
Northbound & Southbound Spot Speeds
11:55-13:50
2/26/2025
Project #: 25-010012-048
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 2
29 3
30 1
31 5
32 3
33 6
34 3
35 7
36 14
37 6
38 8
39 8
40 11
41 10
42 11
43 8
44 6
45 6
46 2
47 6
48 3
49 1
50 3
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 135 27 - 51 40 mph 45 mph 35 - 44 89 66% 17% / 24 17% / 22

SPEED PARAMETERS
Malvern Ave Bet SR 39/Beach Blvd & Tahoe Cir
City of Buena Park
Eastbound & Westbound Spot Speeds
14:00-16:00
3/12/2025
Project #: 25-010012-049
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 29 3
30 3
31 3
32 4
33 3
34 3
35 7
36 8
37 5
38 7
39 4
40 6
41 10
42 11
43 13
44 12
45 8
46 6
47 5
48 3
49 1
50 3
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 130 26 - 50 41 mph 45 mph 36 - 45 84 65% 21% / 28 14% / 18

SPEED PARAMETERS
Malvern Ave Bet Links Rd & Tahoe Cir
City of Buena Park
Eastbound & Westbound Spot Speeds
12:00-13:00
3/12/2025
Project #: 25-010012-050
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 25 1
26 3
27 1
28 1
29 2
30 4
31 2
32 3
33 7
34 4
35 15
36 5
37 9
38 6
39 12
40 6
41 9
42 4
43 7
44 9
45 6
46 6
47 3
48 49 3
50 51
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 130 23 - 52 39 mph 44 mph 35 - 44 82 63% 22% / 29 15% / 19

SPEED PARAMETERS
Malvern Ave Bet Links Rd & Meadowbrook Way
City of Buena Park
Eastbound & Westbound Spot Speeds
13:00-14:00
3/12/2025
Project #: 25-010012-051
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 5
24 3
25 4
26 8
27 4
28 2
29 4
30 8
31 1
32 4
33 9
34 7
35 9
36 5
37 2
38 5
39 2
40 6
41 2
42 1
43 2
44 3
45 1
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 46 33 mph 40 mph 26 - 35 56 56% 14% / 14 30% / 30

SPEED PARAMETERS
Melrose St Bet Knott Ave & Western Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
10:45-12:00
3/11/2025
Project #: 25-010012-052
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 2
28 7
29 11
30 15
31 13
32 12
33 12
34 9
35 15
36 3
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 26 - 36 32 mph 35 mph 27 - 36 99 99% 1% / 1 0% / 0

SPEED PARAMETERS
Orange Ave Bet Holder St & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
10:35-11:40
3/11/2025
Project #: 25-010012-053
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 2
33 34 1
35 3
36 7
37 7
38 7
39 8
40 9
41 4
42 5
43 7
44 6
45 3
46 7
47 5
48 5
49 6
50 1
51 5
52 1
53 54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 32 - 54 42 mph 48 mph 35 - 44 63 63% 3% / 3 34% / 34

SPEED PARAMETERS
Orangethorpe Ave Bet Valley View St & Knott Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:35-10:20
3/26/2025
Project #: 25-010012-054
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 1
30 2
31 2
32 3
33 7
34 8
35 7
36 10
37 12
38 13
39 12
40 11
41 9
42 6
43 7
44 4
45 3
46 47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 120 28 - 48 38 mph 42 mph 33 - 42 95 79% 7% / 9 14% / 16

SPEED PARAMETERS
Orangethorpe Ave Bet Knott Ave & Western Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-10:00
2/18/2025
Project #: 25-010012-055
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 4
24 6
25 7
26 9
27 8
28 10
29 7
30 9
31 7
32 9
33 7
34 6
35 5
36 2
37 1
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 38 29 mph 33 mph 24 - 33 79 79% 6% / 6 15% / 15

SPEED PARAMETERS
Orangethorpe Ave Bet SR 39/Beach Blvd & Western Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
10:15-11:15
2/18/2025
Project #: 25-010012-056
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 1
25 2
26 5
27 8
28 8
29 8
30 9
31 9
32 10
33 9
34 5
35 6
36 5
37 5
38 3
39 4
40 41 1
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 42 31 mph 36 mph 26 - 35 77 77% 4% / 4 19% / 19

SPEED PARAMETERS
Orangethorpe Ave Bet SR 39/Beach Blvd & Stanton Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
11:30-12:30
2/18/2025
Project #: 25-010012-057
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 1
36 2
37 4
38 6
39 9
40 10
41 10
42 9
43 10
44 11
45 11
46 7
47 7
48 6
49 6
50 5
51 4
52 2
53 2
54 55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 124 34 - 55 43 mph 49 mph 38 - 47 90 73% 6% / 8 21% / 26

SPEED PARAMETERS
Orangethorpe Ave Bet Kass Dr & Stanton Ave
City of Buena Park
Eastbound & Westbound Spot Speeds
13:00-14:00
2/18/2025
Project #: 25-010012-058
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 19 2
20 2
21 4
22 3
23 6
24 3
25 11
26 10
27 6
28 6
29 5
30 7
31 6
32 7
33 3
34 7
35 3
36 2
37 1
38 2
39 1
40 41 1
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 42 28 mph 34 mph 25 - 34 68 68% 21% / 21 11% / 11

SPEED PARAMETERS
Regio Ave Bet Altura Blvd & Caballero Blvd
City of Buena Park
Northbound & Southbound Spot Speeds
11:10-13:00
3/25/2025
Project #: 25-010012-059
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35 1
36 2
37 1
38 3
39 5
40 2
41 42
43 7
44 1
45 8
46 10
47 14
48 49 8
50 11
51 7
52 4
53 5
54 1
55 56 2
57 1
58 59 2
60 1
61 3
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 33 - 61 47 mph 52 mph 43 - 52 70 70% 15% / 15 15% / 15

SPEED PARAMETERS
Rosecrans Ave Bet Emery Ranch Rd & Sunny Ridge Dr
City of Buena Park
Eastbound & Westbound Spot Speeds
09:00-09:38
2/26/2025
Project #: 25-010012-060
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 3
28 7
29 8
30 8
31 10
32 11
33 8
34 9
35 8
36 6
37 6
38 3
39 4
40 3
41 2
42 1
43 1
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 26 - 44 33 mph 37 mph 28 - 37 81 81% 4% / 4 15% / 15

SPEED PARAMETERS
Rostrata Ave Bet Artesia Blvd & Kensington Dr
City of Buena Park
Northbound & Southbound Spot Speeds
13:00-14:00
3/27/2025
Project #: 25-010012-061
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 1
21 22 1
23 3
24 2
25 4
26 2
27 2
28 7
29 6
30 6
31 2
32 7
33 7
34 35 3
36 37 3
38 39
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 58 18 - 40 29 mph 33 mph 24 - 33 45 78% 10% / 6 13% / 7

SPEED PARAMETERS
St Andrews Ave Bet Somerset St & Los Coyotes Dr
City of Buena Park
Northbound & Southbound Spot Speeds
09:48-11:48
2/26/2025
Project #: 25-010012-062
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 2
32 3
33 4
34 7
35 9
36 9
37 10
38 10
39 10
40 10
41 9
42 6
43 3
44 3
45 1
46 1
47 2
48 49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 31 - 49 38 mph 42 mph 33 - 42 84 84% 5% / 5 11% / 11

SPEED PARAMETERS
Stage Rd Bet SR 39/Beach Blvd & McComber Rd
City of Buena Park
Eastbound & Westbound Spot Speeds
11:20-12:20
3/27/2025
Project #: 25-010012-063
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 3
29 3
30 2
31 32 6
33 8
34 14
35 9
36 16
37 8
38 8
39 9
40 9
41 8
42 4
43 8
44 4
45 1
46 2
47 1
48 1
49 50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 127 26 - 50 37 mph 42 mph 32 - 41 95 75% 7% / 10 18% / 22

SPEED PARAMETERS
Stanton Ave Bet Crescent Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
13:00-14:00
3/13/2025
Project #: 25-010012-064
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 1
33 2
34 3
35 5
36 7
37 8
38 11
39 10
40 11
41 8
42 6
43 8
44 11
45 9
46 6
47 2
48 1
49 1
50 2
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 113 32 - 52 40 mph 45 mph 36 - 45 89 79% 9% / 11 12% / 13

SPEED PARAMETERS
Stanton Ave Bet Orangethorpe Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
13:45-14:45
2/18/2025
Project #: 25-010012-065
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 2
33 5
34 5
35 8
36 7
37 8
38 8
39 8
40 8
41 9
42 8
43 9
44 8
45 5
46 2
47 3
48 49 2
50 1
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 32 - 52 40 mph 44 mph 35 - 44 81 76% 11% / 12 14% / 14

SPEED PARAMETERS
Stanton Ave Bet Orangethorpe Ave & Auto Center Dr
City of Buena Park
Northbound & Southbound Spot Speeds
14:30-15:30
2/18/2025
Project #: 25-010012-066
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 2
30 3
31 4
32 5
33 8
34 10
35 13
36 9
37 9
38 9
39 6
40 7
41 6
42 4
43 3
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 29 - 45 36 mph 40 mph 32 - 41 82 82% 9% / 9 9% / 9

SPEED PARAMETERS
Stanton Ave Bet Artesia Blvd & Auto Center Dr
City of Buena Park
Northbound & Southbound Spot Speeds
09:00-10:00
3/26/2025
Project #: 25-010012-067
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 3
30 3
31 6
32 33 14
34 4
35 4
36 19
37 11
38 12
39 7
40 8
41 8
42 6
43 13
44 1
45 1
46 3
47 3
48 1
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 129 28 - 49 37 mph 43 mph 33 - 42 93 72% 10% / 13 18% / 23

SPEED PARAMETERS
Valley View St Bet Ball Rd & W Cerritos Ave
City of Buena Park
Northbound & Southbound Spot Speeds
10:30-11:00
2/25/2025
Project #: 25-010012-068
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 2
39 13
40 18
41 23
42 18
43 9
44 9
45 11
46 6
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 38 - 46 41 mph 45 mph 37 - 46 109 100% 0% / 0 0% / 0

SPEED PARAMETERS
Valley View St Bet Crescent Ave & Lincoln Ave
City of Buena Park
Northbound & Southbound Spot Speeds
09:00-10:20
3/11/2025
Project #: 25-010012-069
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 3
36 3
37 5
38 5
39 6
40 6
41 6
42 9
43 11
44 6
45 8
46 7
47 5
48 3
49 8
50 4
51 1
52 1
53 2
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 34 - 53 43 mph 49 mph 37 - 46 69 69% 7% / 7 24% / 24

SPEED PARAMETERS
Valley View St Bet Crescent Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:55-12:45
3/26/2025
Project #: 25-010012-070
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 1
36 2
37 7
38 4
39 13
40 10
41 8
42 11
43 11
44 6
45 7
46 6
47 4
48 2
49 3
50 3
51 52 1
53 2
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 34 - 53 42 mph 46 mph 37 - 46 83 81% 3% / 4 15% / 15

SPEED PARAMETERS
Valley View St Bet Orangethorpe Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
10:30-11:25
3/26/2025
Project #: 25-010012-071
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 2
28 2
29 2
30 8
31 2
32 33 10
34 5
35 4
36 9
37 1
38 5
39 8
40 8
41 1
42 4
43 11
44 4
45 5
46 3
47 3
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 48 38 mph 44 mph 34 - 43 56 56% 27% / 27 17% / 17

SPEED PARAMETERS
Valley View St Bet Orangethorpe Ave & Artesia Blvd
City of Buena Park
Northbound & Southbound Spot Speeds
09:00-09:30
3/11/2025
Project #: 25-010012-072
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 31 3
32 2
33 7
34 5
35 10
36 14
37 11
38 11
39 9
40 8
41 11
42 4
43 2
44 5
45 46
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 29 - 48 37 mph 41 mph 33 - 42 90 87% 5% / 6 8% / 8

SPEED PARAMETERS
Western Ave Bet Crescent Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
11:15-11:40
2/27/2025
Project #: 25-010012-073
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 1
33 3
34 4
35 7
36 10
37 10
38 10
39 11
40 12
41 10
42 8
43 7
44 8
45 7
46 5
47 4
48 4
49 1
50 1
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 124 32 - 51 40 mph 45 mph 35 - 44 93 75% 6% / 8 19% / 23

SPEED PARAMETERS
Western Ave Bet Orangethorpe Ave & La Palma Ave
City of Buena Park
Northbound & Southbound Spot Speeds
15:00-16:00
2/18/2025
Project #: 25-010012-074
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 1
33 2
34 5
35 6
36 7
37 8
38 10
39 8
40 10
41 7
42 9
43 8
44 6
45 6
46 3
47 1
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 31 - 48 40 mph 44 mph 35 - 44 79 79% 9% / 9 12% / 12

SPEED PARAMETERS
Western Ave Bet Orangethorpe Ave & Artesia Blvd
City of Buena Park
Northbound & Southbound Spot Speeds
13:00-13:45
3/26/2025
Project #: 25-010012-075
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 2
29 5
30 9
31 7
32 10
33 10
34 11
35 11
36 9
37 8
38 7
39 5
40 3
41 1
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 27 - 42 34 mph 38 mph 29 - 38 87 87% 3% / 3 10% / 10

SPEED PARAMETERS
Whitaker St Bet Stanton Ave & Dale St
City of Buena Park
Eastbound & Westbound Spot Speeds
10:00-11:00
3/26/2025
Project #: 25-010012-076
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
APPENDIX F
Average Daily Traffic (ADT) Counts
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_001
NB SB EB WB Total
0 0 388 385 773

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 12 3 12:00 57 12 00:00 01:00 48 12
0:15 12 3 12:15 46 10 01:00 02:00 86 14
0:30 03 3 12:30 56 11 02:00 03:00 30 3
0:45 21 3 12:45 63 9 03:00 04:00 51 6 21
1:00 12 3 13:00 46 10 04:00 05:00 30 15 45
1:15 30 3 13:15 58 13 05:00 06:00 14 30 44
1:30 22 4 13:30 47 11 06:00 07:00 21 19 40
1:45 22 4 13:45 11 9 20 07:00 08:00 10 19 29
2:00 10 1 14:00 97 16 08:00 09:00 15 24 39
2:15 00 0 14:15 12 10 22 09:00 10:00 15 15 30
2:30 10 1 14:30 21 8 29 10:00 11:00 11 27 38
2:45 10 1 14:45 54 9 11:00 12:00 24 15 39
3:00 22 4 15:00 44 8 12:00 13:00 20 22 42
3:15 22 4 15:15 96 15 13:00 14:00 24 30 54
3:30 15 6 15:30 99 18 14:00 15:00 47 29 76
3:45 07 7 15:45 48 12 15:00 16:00 26 27 53
4:00 50 5 16:00 44 8 16:00 17:00 33 9 42
4:15 62 8 16:15 61 7 17:00 18:00 15 16 31
4:30 10 8 18 16:30 15 2 17 18:00 19:00 15 14 29
4:45 95 14 16:45 82 10 19:00 20:00 91 0 19
5:00 42 6 17:00 54 9 20:00 21:00 69 15
5:15 21 0 12 17:15 45 9 21:00 22:00 66 12
5:30 31 1 14 17:30 52 7 22:00 23:00 48 12
5:45 57 12 17:45 15 6 23:0 0 00:00 23 11 34
6:00 64 10 18:00 51 0 15
6:15 57 12 18:15 40 4 NB SB EB WB TOTA L
6:30 74 11 18:30 53 8 00:00 to 12:00
6:45 34 7 18:45 11 2 160 194 354
7:00 15 6 19:00 34 7 4:00 5:15 4:30
7:15 63 9 19:15 23 5 30 32 50
7:30 24 6 19:30 11 2 0.750 0.727 0.694
7:45 17 8 19:45 32 5
8:00 35 8 20:00 02 2 12:00 to 00:00
8:15 26 8 20:15 21 3 228 191 419
8:30 55 10 20:30 34 7 13:45 13:45 13:45
8:45 58 13 20:45 12 3 53 34 87
9:00 52 7 21:00 21 3 0.631 0.850 0.750
9:15 35 8 21:15 22 4
9:30 43 7 21:30 20 2 07:00 to 09:00
9:45 35 8 21:45 03 3 25 43 68
10:00 36 9 22:00 01 1 8:00 8:00 8:00
10:15 41 2 16 22:15 01 1 15 24 39
10:30 34 7 22:30 24 6 0.750 0.750 0.750
10:45 15 6 22:45 22 4
11:00 53 8 23:00 14 4 18 16:00 to 18:00
11:15 53 8 23:15 30 3 48 25 73
11:30 64 10 23:30 42 6 16:15 17:00 16:30
11:45 85 13 23:45 25 7 34 16 45
TOTALS 0 0 160 194 354 TOTALS 0 0 228 191 419 0.567 0.800 0.662 SPLIT % 0% 0% 45% 55% 46% SPLIT % 0% 0% 54% 46% 54%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Altura Blvd Bet Artesia Blvd & Descanso Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 5
10 15
20 25
30 35
40 45
50 00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_002
NB SB EB WB Total
0 0 7,948 0 7,948

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 12 12 12:00 99 99 00:00 01:00 38 38
0:15 10 10 12:15 113 113 01:00 02:00 27 27
0:30 9 9 12:30 130 130 02:00 03:00 42 42
0:45 7 7 12:45 117 117 03:00 04:00 42 42
1:00 8 8 13:00 105 105 04:00 05:00 89 89
1:15 5 5 13:15 135 135 05:00 06:00 167 167
1:30 9 9 13:30 124 124 06:00 07:00 274 274
1:45 5 5 13:45 122 122 07:00 08:00 454 454
2:00 15 15 14:00 158 158 08:00 09:00 553 553
2:15 14 14 14:15 142 142 09:00 10:00 402 402
2:30 6 6 14:30 210 210 10:00 11:00 375 375
2:45 7 7 14:45 153 153 11:00 12:00 386 386
3:00 3 3 15:00 170 170 12:00 13:00 459 459
3:15 11 11 15:15 148 148 13:00 14:00 486 486
3:30 9 9 15:30 190 190 14:00 15:00 663 663
3:45 19 19 15:45 169 169 15:00 16:00 677 677
4:00 18 18 16:00 160 160 16:00 17:00 717 717
4:15 16 16 16:15 180 180 17:00 18:00 764 764
4:30 24 24 16:30 171 171 18:00 19:00 464 464
4:45 31 31 16:45 206 206 19:00 20:00 284 284
5:00 33 33 17:00 228 228 20:00 21:00 243 243
5:15 26 26 17:15 191 191 21:00 22:00 170 170
5:30 53 53 17:30 171 171 22:00 23:00 112 112
5:45 55 55 17:45 174 174 23:0 0 00:00 60 60
6:00 49 49 18:00 144 144
6:15 55 55 18:15 125 125 NB SB EB WB TOTA L
6:30 87 87 18:30 98 98 00:00 to 12:00
6:45 83 83 18:45 97 97 2849 2849
7:00 86 86 19:00 70 70 7:45 7:45
7:15 93 93 19:15 78 78 557 557
7:30 131 131 19:30 61 61 0.854 0.854
7:45 144 144 19:45 75 75
8:00 124 124 20:00 61 61 12:00 to 00:00
8:15 126 126 20:15 68 68 5099 5099
8:30 163 163 20:30 56 56 16:30 16:30
8:45 140 140 20:45 58 58 796 796
9:00 111 111 21:00 45 45 0.873 0.873
9:15 106 106 21:15 46 46
9:30 98 98 21:30 39 39 07:00 to 09:00
9:45 87 87 21:45 40 40 1007 1007
10:00 96 96 22:00 21 21 7:45 7:45
10:15 89 89 22:15 36 36 557 557
10:30 98 98 22:30 29 29 0.854 0.854
10:45 92 92 22:45 26 26
11:00 100 100 23:00 19 19 16:00 to 18:00
11:15 92 92 23:15 15 15 1481 1481
11:30 106 106 23:30 16 16 16:30 16:30
11:45 88 88 23:45 10 10 796 796
TOTALS 0 0 2849 0 2849 TOTALS 0 0 5099 0 5099 0.873 0.873 SPLIT % 0% 0% 100% 0% 36% SPLIT % 0% 0% 100% 0% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Artesia Blvd EB Bet Industry Cir & Knott Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_003
NB SB EB WB Total
0 0 10,974 11,971 22,945

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 24 11 35 12:00 154 150 304 00:00 01:00 95 62 157
0:15 22 15 37 12:15 172 174 346 01:00 02:00 57 45 102
0:30 36 23 59 12:30 155 147 302 02:00 03:00 41 39 80
0:45 13 13 26 12:45 164 141 305 03:00 04:00 60 84 144
1:00 15 20 35 13:00 132 170 302 04:00 05:00 82 270 352
1:15 16 10 26 13:15 146 169 315 05:00 06:00 205 505 710 1:30 14 4 18 13:30 157 174 331 06:00 07:00 256 715 971
1:45 12 11 23 13:45 163 179 342 07:00 08:00 569 1082 1651 2:00 13 12 25 14:00 156 188 344 08:00 09:00 629 964 1593 2:15 81 1 19 14:15 197 185 382 09:00 10:00 488 789 1277 2:30 68 14 14:30 232 192 424 10:00 11:00 504 659 1163
2:45 14 8 22 14:45 201 165 366 11:00 12:00 528 568 1096 3:00 15 11 26 15:00 187 179 366 12:00 13:00 645 612 1257 3:15 11 15 26 15:15 216 201 417 13:00 14:00 598 692 1290 3:30 16 23 39 15:30 270 195 465 14:00 15:00 786 730 1516 3:45 18 35 53 15:45 245 171 416 15:00 16:00 918 746 1664 4:00 12 32 44 16:00 241 213 454 16:00 17:00 953 795 1748 4:15 17 50 67 16:15 201 209 410 17:00 18:00 1019 843 1862 4:30 18 78 96 16:30 253 203 456 18:00 19:00 797 569 1366 4:45 35 110 145 16:45 258 170 428 19:00 20:00 557 440 997 5:00 33 70 103 17:00 276 224 500 20:00 21:00 469 269 738 5:15 43 107 150 17:15 263 193 456 21:00 22:00 315 253 568 5:30 65 156 221 17:30 228 226 454 22:00 23:00 242 147 389 5:45 64 172 236 17:45 252 200 452 23:0 0 00:00 161 93 254 6:00 50 159 209 18:00 246 155 401
6:15 46 150 196 18:15 213 139 352 NB SB EB WB TOTA L
6:30 74 179 253 18:30 166 143 309 00:00 to 12:00
6:45 86 227 313 18:45 172 132 304 3514 5782 9296
7:00 99 235 334 19:00 154 113 267 7:45 7:15 7:30
7:15 123 265 388 19:15 137 111 248 658 1091 1731
7:30 168 260 428 19:30 137 100 237 0.919 0.847 0.864
7:45 179 322 501 19:45 129 116 245
8:00 147 244 391 20:00 124 74 198 12:00 to 00:00
8:15 162 249 411 20:15 127 66 193 7460 6189 13649
8:30 170 237 407 20:30 120 69 189 16:30 17:00 17:00
8:45 150 234 384 20:45 98 60 158 1050 843 1862
9:00 121 214 335 21:00 77 74 151 0.951 0.933 0.931
9:15 118 181 299 21:15 93 62 155
9:30 132 196 328 21:30 78 61 139 07:00 to 09:00
9:45 117 198 315 21:45 67 56 123 1198 2046 3244
10:00 121 191 312 22:00 66 33 99 7:45 7:15 7:30
10:15 129 170 299 22:15 64 47 111 658 1091 1731
10:30 109 136 245 22:30 57 40 97 0.919 0.847 0.864
10:45 145 162 307 22:45 55 27 82
11:00 104 145 249 23:00 48 34 82 16:00 to 18:00
11:15 135 112 247 23:15 42 22 64 1972 1638 3610
11:30 137 164 301 23:30 36 18 54 16:30 17:00 17:00
11:45 152 147 299 23:45 35 19 54 1050 843 1862
TOTALS 0 0 3514 5782 9296 TOTALS 0 0 7460 6189 13649 0.951 0.933 0.931 SPLIT % 0% 0% 38% 62% 41% SPLIT % 0% 0% 55% 45% 59%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Artesia Blvd Bet SR 39/Beach Blvd & Knott Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_004
NB SB EB WB Total
0 0 9,094 8,137 17,231

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 15 12 27 12:00 98 87 185 00:00 01:00 51 38 89
0:15 99 18 12:15 114 86 200 01:00 02:00 32 22 54
0:30 18 12 30 12:30 111 87 198 02:00 03:00 20 19 39
0:45 95 14 12:45 121 103 224 03:00 04:00 41 18 59
1:00 57 12 13:00 104 90 194 04:00 05:00 89 75 164
1:15 11 8 19 13:15 106 101 207 05:00 06:00 246 172 418
1:30 82 10 13:30 116 105 221 06:00 07:00 338 331 669
1:45 85 13 13:45 100 107 207 07:00 08:00 738 691 1429
2:00 85 13 14:00 129 114 243 08:00 09:00 726 839 1565
2:15 27 9 14:15 168 112 280 09:00 10:00 408 504 912
2:30 54 9 14:30 161 158 319 10:00 11:00 384 381 765
2:45 53 8 14:45 184 176 360 11:00 12:00 421 365 786
3:00 83 11 15:00 149 151 300 12:00 13:00 444 363 807
3:15 11 3 14 15:15 172 189 361 13:00 14:00 426 403 829
3:30 84 12 15:30 194 173 367 14:00 15:00 642 560 1202
3:45 14 8 22 15:45 194 201 395 15:00 16:00 709 714 1423 4:00 71 0 17 16:00 175 206 381 16:00 17:00 772 729 1501 4:15 11 16 27 16:15 167 180 347 17:00 18:00 826 686 1512 4:30 20 22 42 16:30 206 182 388 18:00 19:00 653 441 1094 4:45 51 27 78 16:45 224 161 385 19:00 20:00 392 273 665 5:00 23 26 49 17:00 209 226 435 20:00 21:00 283 195 478 5:15 45 43 88 17:15 213 170 383 21:00 22:00 218 149 367 5:30 76 48 124 17:30 195 161 356 22:00 23:00 143 109 252 5:45 102 55 157 17:45 209 129 338 23:0 0 00:00 92 60 152 6:00 58 68 126 18:00 202 132 334
6:15 71 66 137 18:15 192 113 305 NB SB EB WB TOTA L
6:30 90 85 175 18:30 145 114 259 00:00 to 12:00
6:45 119 112 231 18:45 114 82 196 3494 3455 6949
7:00 122 117 239 19:00 131 65 196 7:30 7:45 7:30
7:15 159 157 316 19:15 94 86 180 871 874 1712
7:30 218 204 422 19:30 91 55 146 0.911 0.922 0.947
7:45 239 213 452 19:45 76 67 143
8:00 239 206 445 20:00 75 48 123 12:00 to 00:00
8:15 175 218 393 20:15 74 54 128 5600 4682 10282
8:30 158 237 395 20:30 67 53 120 16:30 15:15 16:30
8:45 154 178 332 20:45 67 40 107 852 769 1591
9:00 119 134 253 21:00 62 48 110 0.951 0.933 0.914
9:15 100 121 221 21:15 54 35 89
9:30 99 126 225 21:30 50 34 84 07:00 to 09:00
9:45 90 123 213 21:45 52 32 84 1464 1530 2994
10:00 96 103 199 22:00 34 31 65 7:30 7:45 7:30
10:15 105 102 207 22:15 45 29 74 871 874 1712
10:30 97 80 177 22:30 35 25 60 0.911 0.922 0.947
10:45 86 96 182 22:45 29 24 53
11:00 102 92 194 23:00 23 22 45 16:00 to 18:00
11:15 90 71 161 23:15 28 15 43 1598 1415 3013
11:30 108 94 202 23:30 18 12 30 16:30 16:15 16:30
11:45 121 108 229 23:45 23 11 34 852 749 1591
TOTALS 0 0 3494 3455 6949 TOTALS 0 0 5600 4682 10282 0.951 0.829 0.914 SPLIT % 0% 0% 50% 50% 40% SPLIT % 0% 0% 54% 46% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Artesia Blvd Bet SR 39/Beach Blvd & Indiana Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_005
NB SB EB WB Total
0 0 862 834 1,696

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 41 5 12:00 19 15 34 00:00 01:00 15 5 20
0:15 31 4 12:15 15 17 32 01:00 02:00 13 1 14
0:30 41 5 12:30 20 15 35 02:00 03:00 11 2
0:45 42 6 12:45 91 8 27 03:00 04:00 23 5
1:00 50 5 13:00 12 17 29 04:00 05:00 01 4 14
1:15 30 3 13:15 18 18 36 05:00 06:00 14 18 32
1:30 21 3 13:30 15 25 40 06:00 07:00 13 16 29
1:45 30 3 13:45 16 18 34 07:00 08:00 26 47 73
2:00 10 1 14:00 16 10 26 08:00 09:00 27 58 85
2:15 00 0 14:15 15 11 26 09:00 10:00 42 65 107
2:30 00 0 14:30 16 19 35 10:00 11:00 60 66 126
2:45 01 1 14:45 17 22 39 11:00 12:00 53 56 109
3:00 01 1 15:00 18 24 42 12:00 13:00 63 65 128
3:15 01 1 15:15 51 1 16 13:00 14:00 61 78 139
3:30 10 1 15:30 12 9 21 14:00 15:00 64 62 126
3:45 11 2 15:45 17 12 29 15:00 16:00 52 56 108
4:00 01 1 16:00 10 13 23 16:00 17:00 65 70 135
4:15 03 3 16:15 19 22 41 17:00 18:00 81 48 129
4:30 02 2 16:30 14 12 26 18:00 19:00 64 28 92
4:45 08 8 16:45 22 23 45 19:00 20:00 55 26 81
5:00 09 9 17:00 21 14 35 20:00 21:00 33 23 56
5:15 00 0 17:15 24 18 42 21:00 22:00 24 13 37
5:30 10 4 14 17:30 24 9 33 22:00 23:00 13 4 17
5:45 45 9 17:45 12 7 19 23:0 0 00:00 21 11 32
6:00 23 5 18:00 24 8 32
6:15 71 8 18:15 15 8 23 NB SB EB WB TOTA L
6:30 02 2 18:30 97 16 00:00 to 12:00
6:45 41 0 14 18:45 16 5 21 266 350 616
7:00 27 9 19:00 15 10 25 10:00 9:30 10:00
7:15 71 3 20 19:15 18 7 25 60 71 126
7:30 51 5 20 19:30 13 5 18 0.789 0.845 0.926
7:45 12 12 24 19:45 94 13
8:00 61 7 23 20:00 88 16 12:00 to 00:00
8:15 41 0 14 20:15 56 11 596 484 1080
8:30 71 7 24 20:30 95 14 16:45 12:45 16:45
8:45 10 14 24 20:45 11 4 15 91 78 155
9:00 81 7 25 21:00 62 8 0.948 0.780 0.861
9:15 10 12 22 21:15 94 13
9:30 14 21 35 21:30 82 10 07:00 to 09:00
9:45 10 15 25 21:45 15 6 53 105 158
10:00 15 16 31 22:00 31 4 7:15 8:00 7:15
10:15 91 9 28 22:15 30 3 30 58 87
10:30 19 14 33 22:30 31 4 0.625 0.853 0.906
10:45 17 17 34 22:45 42 6
11:00 10 14 24 23:00 50 5 16:00 to 18:00
11:15 14 13 27 23:15 54 9 146 118 264
11:30 14 15 29 23:30 21 3 16:45 16:15 16:45
11:45 15 14 29 23:45 96 15 91 71 155
TOTALS 0 0 266 350 616 TOTALS 0 0 596 484 1080 0.948 0.772 0.861 SPLIT % 0% 0% 43% 57% 36% SPLIT % 0% 0% 55% 45% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Auto Center Dr Bet CarMax Roundabout & Western Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 10
20 30
40 50
60 70
80 90
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_006
NB SB EB WB Total
0 0 5,348 5,441 10,789

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 91 3 22 12:00 60 82 142 00:00 01:00 29 38 67
0:15 88 16 12:15 86 73 159 01:00 02:00 27 24 51
0:30 49 13 12:30 75 74 149 02:00 03:00 12 14 26
0:45 88 16 12:45 79 75 154 03:00 04:00 32 20 52
1:00 61 0 16 13:00 71 68 139 04:00 05:00 93 46 139
1:15 57 12 13:15 74 92 166 05:00 06:00 162 120 282
1:30 63 9 13:30 88 83 171 06:00 07:00 231 151 382
1:45 10 4 14 13:45 81 80 161 07:00 08:00 393 290 683
2:00 53 8 14:00 79 72 151 08:00 09:00 347 305 652
2:15 25 7 14:15 79 89 168 09:00 10:00 287 272 559
2:30 43 7 14:30 101 117 218 10:00 11:00 233 231 464
2:45 13 4 14:45 89 96 185 11:00 12:00 233 250 483
3:00 72 9 15:00 110 130 240 12:00 13:00 300 304 604
3:15 85 13 15:15 96 100 196 13:00 14:00 314 323 637
3:30 95 14 15:30 105 129 234 14:00 15:00 348 374 722
3:45 88 16 15:45 119 107 226 15:00 16:00 430 466 896
4:00 11 7 18 16:00 99 125 224 16:00 17:00 424 496 920
4:15 12 11 23 16:15 100 119 219 17:00 18:00 414 469 883 4:30 38 11 49 16:30 110 113 223 18:00 19:00 334 391 725 4:45 32 17 49 16:45 115 139 254 19:00 20:00 230 281 511 5:00 33 22 55 17:00 115 128 243 20:00 21:00 180 199 379 5:15 34 20 54 17:15 113 129 242 21:00 22:00 135 163 298 5:30 49 34 83 17:30 99 137 236 22:00 23:00 98 118 216
5:45 46 44 90 17:45 87 75 162 23:0 0 00:00 62 96 158
6:00 40 30 70 18:00 99 110 209
6:15 62 35 97 18:15 84 109 193 NB SB EB WB TOTA L
6:30 62 40 102 18:30 86 96 182 00:00 to 12:00
6:45 67 46 113 18:45 65 76 141 2079 1761 3840
7:00 73 48 121 19:00 76 83 159 7:15 7:30 7:30
7:15 94 64 158 19:15 50 83 133 440 344 768
7:30 98 84 182 19:30 58 65 123 0.859 0.915 0.865
7:45 128 94 222 19:45 46 50 96
8:00 120 79 199 20:00 57 56 113 12:00 to 00:00
8:15 78 87 165 20:15 45 49 94 3269 3680 6949
8:30 68 76 144 20:30 35 47 82 16:30 16:45 16:45
8:45 81 63 144 20:45 43 47 90 453 533 975
9:00 70 82 152 21:00 40 56 96 0.985 0.959 0.960
9:15 73 58 131 21:15 36 37 73
9:30 76 67 143 21:30 30 38 68 07:00 to 09:00
9:45 68 65 133 21:45 29 32 61 740 595 1335
10:00 75 60 135 22:00 29 29 58 7:15 7:30 7:30
10:15 43 57 100 22:15 26 27 53 440 344 768
10:30 64 61 125 22:30 25 28 53 0.859 0.915 0.865
10:45 51 53 104 22:45 18 34 52
11:00 49 62 111 23:00 16 28 44 16:00 to 18:00
11:15 75 52 127 23:15 22 21 43 838 965 1803
11:30 47 76 123 23:30 13 16 29 16:30 16:45 16:45
11:45 62 60 122 23:45 11 31 42 453 533 975
TOTALS 0 0 2079 1761 3840 TOTALS 0 0 3269 3680 6949 0.985 0.959 0.960 SPLIT % 0% 0% 54% 46% 36% SPLIT % 0% 0% 47% 53% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Auto Center Dr Bet SR 39/Beach Blvd & Western Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_007
NB SB EB WB Total
0 0 2,669 9,170 11,839

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 23 1 33 12:00 42 139 181 00:00 01:00 10 130 140
0:15 23 7 39 12:15 51 154 205 01:00 02:00 21 60 81
0:30 63 0 36 12:30 36 154 190 02:00 03:00 10 39 49
0:45 03 2 32 12:45 37 142 179 03:00 04:00 84 9 57
1:00 92 0 29 13:00 46 128 174 04:00 05:00 14 107 121
1:15 31 7 20 13:15 46 149 195 05:00 06:00 30 160 190
1:30 41 2 16 13:30 47 152 199 06:00 07:00 62 301 363
1:45 51 1 16 13:45 53 162 215 07:00 08:00 175 479 654
2:00 51 0 15 14:00 51 152 203 08:00 09:00 238 518 756
2:15 11 0 11 14:15 48 139 187 09:00 10:00 163 510 673
2:30 01 2 12 14:30 41 160 201 10:00 11:00 173 506 679
2:45 47 11 14:45 54 154 208 11:00 12:00 160 508 668
3:00 17 8 15:00 51 138 189 12:00 13:00 166 589 755
3:15 21 2 14 15:15 39 153 192 13:00 14:00 192 591 783
3:30 31 6 19 15:30 52 150 202 14:00 15:00 194 605 799
3:45 21 4 16 15:45 47 143 190 15:00 16:00 189 584 773
4:00 21 4 16 16:00 65 154 219 16:00 17:00 208 614 822
4:15 42 4 28 16:15 43 148 191 17:00 18:00 208 603 811
4:30 32 9 32 16:30 45 155 200 18:00 19:00 144 521 665
4:45 54 0 45 16:45 55 157 212 19:00 20:00 99 528 627
5:00 42 5 29 17:00 62 138 200 20:00 21:00 75 377 452
5:15 73 3 40 17:15 55 150 205 21:00 22:00 63 348 411
5:30 10 54 64 17:30 55 144 199 22:00 23:00 44 251 295
5:45 94 8 57 17:45 36 171 207 23:0 0 00:00 23 192 215
6:00 11 51 62 18:00 57 132 189
6:15 12 64 76 18:15 36 150 186 NB SB EB WB TOTA L
6:30 14 80 94 18:30 25 140 165 00:00 to 12:00
6:45 25 106 131 18:45 26 99 125 1064 3367 4431
7:00 19 114 133 19:00 27 116 143 7:30 10:45 7:45
7:15 47 113 160 19:15 21 139 160 258 524 773
7:30 43 121 164 19:30 33 135 168 0.796 0.868 0.957
7:45 66 131 197 19:45 18 138 156
8:00 81 121 202 20:00 20 103 123 12:00 to 00:00
8:15 68 132 200 20:15 17 89 106 1605 5803 7408
8:30 37 137 174 20:30 23 87 110 16:45 13:15 16:00
8:45 52 128 180 20:45 15 98 113 227 615 822
9:00 42 117 159 21:00 13 73 86 0.915 0.949 0.938
9:15 49 126 175 21:15 99 6 105
9:30 39 148 187 21:30 20 82 102 07:00 to 09:00
9:45 33 119 152 21:45 21 97 118 413 997 1410
10:00 57 114 171 22:00 12 77 89 7:30 7:45 7:45
10:15 28 116 144 22:15 13 63 76 258 521 773
10:30 37 125 162 22:30 11 64 75 0.796 0.951 0.957
10:45 51 151 202 22:45 84 7 55
11:00 30 110 140 23:00 73 9 46 16:00 to 18:00
11:15 50 129 179 23:15 54 5 50 416 1217 1633
11:30 38 134 172 23:30 85 8 66 16:45 16:00 16:00
11:45 42 135 177 23:45 35 0 53 227 614 822
TOTALS 0 0 1064 3367 4431 TOTALS 0 0 1605 5803 7408 0.915 0.978 0.938 SPLIT % 0% 0% 24% 76% 37% SPLIT % 0% 0% 22% 78% 63%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Auto Center Dr Bet SR 39/Beach Blvd & I‐5/Santa Ana Fwy Off‐Ramp 2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_008
NB SB EB WB Total
0 0 2,391 1,143 3,534

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 52 7 12:00 34 30 64 00:00 01:00 12 9 21
0:15 42 6 12:15 26 18 44 01:00 02:00 10 3 13
0:30 22 4 12:30 34 19 53 02:00 03:00 90 9
0:45 13 4 12:45 35 20 55 03:00 04:00 63 9
1:00 51 6 13:00 26 18 44 04:00 05:00 83 11
1:15 10 1 13:15 52 27 79 05:00 06:00 22 7 29
1:30 20 2 13:30 47 19 66 06:00 07:00 41 30 71
1:45 22 4 13:45 41 25 66 07:00 08:00 118 89 207
2:00 10 1 14:00 42 17 59 08:00 09:00 161 109 270
2:15 40 4 14:15 48 26 74 09:00 10:00 98 69 167
2:30 20 2 14:30 49 31 80 10:00 11:00 110 62 172
2:45 20 2 14:45 49 26 75 11:00 12:00 108 85 193
3:00 10 1 15:00 45 14 59 12:00 13:00 129 87 216
3:15 11 2 15:15 43 19 62 13:00 14:00 166 89 255
3:30 31 4 15:30 61 32 93 14:00 15:00 188 100 288
3:45 11 2 15:45 62 41 103 15:00 16:00 211 106 317
4:00 11 2 16:00 72 24 96 16:00 17:00 276 94 370
4:15 10 1 16:15 81 31 112 17:00 18:00 252 86 338
4:30 21 3 16:30 60 18 78 18:00 19:00 181 27 208
4:45 41 5 16:45 63 21 84 19:00 20:00 95 25 120
5:00 25 7 17:00 79 28 107 20:00 21:00 56 19 75
5:15 30 3 17:15 58 23 81 21:00 22:00 79 15 94
5:30 92 11 17:30 63 18 81 22:00 23:00 35 12 47
5:45 80 8 17:45 52 17 69 23:0 0 00:00 20 14 34
6:00 55 10 18:00 65 7 72
6:15 76 13 18:15 40 8 48 NB SB EB WB TOTA L
6:30 82 10 18:30 34 9 43 00:00 to 12:00
6:45 21 17 38 18:45 42 3 45 703 469 1172
7:00 12 16 28 19:00 25 7 32 7:30 7:30 7:30
7:15 28 10 38 19:15 25 8 33 182 131 313
7:30 31 31 62 19:30 27 7 34 0.843 0.840 0.879
7:45 47 32 79 19:45 18 3 21
8:00 54 29 83 20:00 14 4 18 12:00 to 00:00
8:15 50 39 89 20:15 11 6 17 1688 674 2362
8:30 31 21 52 20:30 11 4 15 16:15 15:30 15:30
8:45 26 20 46 20:45 20 5 25 283 128 404
9:00 25 15 40 21:00 26 4 30 0.873 0.780 0.902
9:15 24 20 44 21:15 19 4 23
9:30 20 17 37 21:30 16 3 19 07:00 to 09:00
9:45 29 17 46 21:45 18 4 22 279 198 477
10:00 25 15 40 22:00 14 5 19 7:30 7:30 7:30
10:15 28 18 46 22:15 93 12 182 131 313
10:30 25 14 39 22:30 63 9 0.843 0.840 0.879
10:45 32 15 47 22:45 61 7
11:00 26 21 47 23:00 85 13 16:00 to 18:00
11:15 24 19 43 23:15 41 5 528 180 708
11:30 31 22 53 23:30 66 12 16:15 16:15 16:15
11:45 27 23 50 23:45 22 4 283 98 381
TOTALS 0 0 703 469 1172 TOTALS 0 0 1688 674 2362 0.873 0.790 0.850 SPLIT % 0% 0% 60% 40% 33% SPLIT % 0% 0% 71% 29% 67%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Auto Center Dr Bet I‐5/Santa Ana Fwy Off‐Ramp & Orangethorpe Ave 2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_009
NB SB EB WB Total
0 0 9,211 9,551 18,762

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 92 2 31 12:00 120 123 243 00:00 01:00 42 63 105
0:15 10 17 27 12:15 125 103 228 01:00 02:00 17 29 46
0:30 15 13 28 12:30 122 136 258 02:00 03:00 20 19 39
0:45 81 1 19 12:45 124 112 236 03:00 04:00 16 28 44
1:00 73 10 13:00 122 124 246 04:00 05:00 59 88 147
1:15 49 13 13:15 118 145 263 05:00 06:00 120 164 284
1:30 39 12 13:30 108 141 249 06:00 07:00 260 346 606
1:45 38 11 13:45 154 133 287 07:00 08:00 587 942 1529
2:00 46 10 14:00 154 160 314 08:00 09:00 679 891 1570
2:15 56 11 14:15 167 173 340 09:00 10:00 408 472 880
2:30 74 11 14:30 185 161 346 10:00 11:00 460 489 949
2:45 43 7 14:45 164 174 338 11:00 12:00 457 480 937
3:00 23 5 15:00 178 153 331 12:00 13:00 491 474 965
3:15 46 10 15:15 216 206 422 13:00 14:00 502 543 1045
3:30 65 11 15:30 246 188 434 14:00 15:00 670 668 1338
3:45 41 4 18 15:45 211 179 390 15:00 16:00 851 726 1577 4:00 41 5 19 16:00 175 141 316 16:00 17:00 769 706 1475 4:15 10 17 27 16:15 205 199 404 17:00 18:00 802 730 1532 4:30 18 33 51 16:30 197 171 368 18:00 19:00 605 595 1200 4:45 27 23 50 16:45 192 195 387 19:00 20:00 486 389 875 5:00 19 23 42 17:00 202 171 373 20:00 21:00 374 222 596 5:15 25 33 58 17:15 191 191 382 21:00 22:00 292 234 526 5:30 44 46 90 17:30 206 190 396 22:00 23:00 172 166 338 5:45 32 62 94 17:45 203 178 381 23:0 0 00:00 72 87 159
6:00 45 56 101 18:00 162 173 335
6:15 61 66 127 18:15 157 159 316 NB SB EB WB TOTA L
6:30 67 98 165 18:30 155 146 301 00:00 to 12:00
6:45 87 126 213 18:45 131 117 248 3125 4011 7136
7:00 133 158 291 19:00 162 111 273 7:45 7:30 7:30
7:15 152 223 375 19:15 108 117 225 728 1100 1787
7:30 140 255 395 19:30 110 86 196 0.791 0.899 0.923
7:45 162 306 468 19:45 106 75 181
8:00 155 285 440 20:00 95 65 160 12:00 to 00:00
8:15 230 254 484 20:15 97 54 151 6086 5540 11626
8:30 181 170 351 20:30 99 46 145 15:00 16:45 15:00
8:45 113 182 295 20:45 83 57 140 851 747 1577
9:00 97 137 234 21:00 85 45 130 0.865 0.958 0.908
9:15 114 110 224 21:15 66 61 127
9:30 98 114 212 21:30 67 70 137 07:00 to 09:00
9:45 99 111 210 21:45 74 58 132 1266 1833 3099
10:00 118 130 248 22:00 51 28 79 7:45 7:30 7:30
10:15 115 115 230 22:15 46 57 103 728 1100 1787
10:30 122 122 244 22:30 51 40 91 0.791 0.899 0.923
10:45 105 122 227 22:45 24 41 65
11:00 112 108 220 23:00 23 32 55 16:00 to 18:00
11:15 111 126 237 23:15 18 22 40 1571 1436 3007
11:30 99 127 226 23:30 15 18 33 17:00 16:45 16:45
11:45 135 119 254 23:45 16 15 31 802 747 1538
TOTALS 0 0 3125 4011 7136 TOTALS 0 0 6086 5540 11626 0.973 0.958 0.971 SPLIT % 0% 0% 44% 56% 38% SPLIT % 0% 0% 52% 48% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Ball Rd Bet Holder St & Fremont St
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_077
NB SB EB WB Total
19,362 22,807 0 0 42,169

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 45 72 117 12:00 252 326 578 00:00 01:00 144 210 354 0:15 38 54 92 12:15 288 327 615 01:00 02:00 106 134 240 0:30 34 49 83 12:30 273 273 546 02:00 03:00 105 103 208 0:45 27 35 62 12:45 271 294 565 03:00 04:00 123 147 270 1:00 29 42 71 13:00 282 313 595 04:00 05:00 245 327 572 1:15 24 31 55 13:15 292 331 623 05:00 06:00 365 654 1019 1:30 25 31 56 13:30 290 327 617 06:00 07:00 693 1268 1961 1:45 28 30 58 13:45 288 326 614 07:00 08:00 1207 1783 2990 2:00 32 22 54 14:00 272 328 600 08:00 09:00 1170 1659 2829 2:15 22 20 42 14:15 276 362 638 09:00 10:00 971 1096 2067 2:30 20 18 38 14:30 298 341 639 10:00 11:00 936 1128 2064 2:45 31 43 74 14:45 366 386 752 11:00 12:00 1024 1273 2297 3:00 17 27 44 15:00 317 325 642 12:00 13:00 1084 1220 2304 3:15 30 30 60 15:15 326 374 700 13:00 14:00 1152 1297 2449 3:30 31 30 61 15:30 327 317 644 14:00 15:00 1212 1417 2629 3:45 45 60 105 15:45 332 356 688 15:00 16:00 1302 1372 2674 4:00 42 45 87 16:00 358 351 709 16:00 17:00 1448 1426 2874 4:15 49 70 119 16:15 373 331 704 17:00 18:00 1488 1487 2975 4:30 88 106 194 16:30 354 387 741 18:00 19:00 1451 1340 2791 4:45 66 106 172 16:45 363 357 720 19:00 20:00 1070 1051 2121 5:00 89 117 206 17:00 350 379 729 20:00 21:00 719 825 1544 5:15 72 170 242 17:15 332 409 741 21:00 22:00 650 761 1411 5:30 91 159 250 17:30 403 334 737 22:00 23:00 423 512 935 5:45 113 208 321 17:45 403 365 768 23:00 00:00 274 317 591 6:00 99 234 333 18:00 371 367 738
6:15 181 308 489 18:15 386 357 743 NB SB EB WB TOTAL
6:30 182 343 525 18:30 327 305 632 00:00 to 12:00
6:45 231 383 614 18:45 367 311 678 7089 9782 16871
7:00 221 407 628 19:00 276 283 559 7:15 7:15 7:15
7:15 293 473 766 19:15 287 296 583 1301 1814 3115
7:30 307 487 794 19:30 275 242 517 0.843 0.931 0.971
7:45 386 416 802 19:45 232 230 462
8:00 315 438 753 20:00 196 226 422 12:00 to 00:00
8:15 291 440 731 20:15 200 200 400 12273 13025 25298
8:30 293 411 704 20:30 155 192 347 17:30 16:30 17:30
8:45 271 370 641 20:45 168 207 375 1563 1532 2986
9:00 240 268 508 21:00 196 186 382 0.970 0.936 0.972
9:15 248 298 546 21:15 160 188 348
9:30 222 252 474 21:30 146 182 328 07:00 to 09:00
9:45 261 278 539 21:45 148 205 353 2377 3442 5819
10:00 215 239 454 22:00 119 189 308 7:15 7:15 7:15
10:15 224 271 495 22:15 109 100 209 1301 1814 3115
10:30 241 302 543 22:30 106 106 212 0.843 0.931 0.971
10:45 256 316 572 22:45 89 117 206
11:00 228 327 555 23:00 65 97 162 16:00 to 18:00
11:15 258 287 545 23:15 82 96 178 2936 2913 5849
11:30 251 317 568 23:30 61 67 128 17:00 16:30 17:00
11:45 287 342 629 23:45 66 57 123 1488 1532 2975
TOTALS 7089 9782 0 0 16871 TOTALS 12273 13025 0 0 25298 0.923 0.936 0.968 SPLIT % 42% 58% 0% 0% 40% SPLIT % 49% 51% 0% 0% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
SR 39/Beach Blvd Bet 9th St & Artesia Fwy/SR 91
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
1600
1800
2000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_078
NB SB EB WB Total
23,453 26,040 0 0 49,493

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 64 68 132 12:00 288 392 680 00:00 01:00 207 256 463 0:15 50 79 129 12:15 332 342 674 01:00 02:00 129 207 336 0:30 35 59 94 12:30 333 340 673 02:00 03:00 142 130 272 0:45 58 50 108 12:45 314 367 681 03:00 04:00 232 158 390 1:00 26 53 79 13:00 310 364 674 04:00 05:00 453 348 801 1:15 33 49 82 13:15 363 397 760 05:00 06:00 826 575 1401 1:30 39 59 98 13:30 342 354 696 06:00 07:00 1082 1042 2124 1:45 31 46 77 13:45 341 367 708 07:00 08:00 1288 1795 3083 2:00 34 27 61 14:00 335 393 728 08:00 09:00 1153 1712 2865 2:15 37 32 69 14:15 328 350 678 09:00 10:00 1257 1222 2479 2:30 41 28 69 14:30 374 403 777 10:00 11:00 1182 1367 2549 2:45 30 43 73 14:45 389 380 769 11:00 12:00 1238 1512 2750 3:00 34 35 69 15:00 373 422 795 12:00 13:00 1267 1441 2708 3:15 51 34 85 15:15 344 412 756 13:00 14:00 1356 1482 2838 3:30 64 37 101 15:30 369 446 815 14:00 15:00 1426 1526 2952 3:45 83 52 135 15:45 389 469 858 15:00 16:00 1475 1749 3224 4:00 65 60 125 16:00 389 447 836 16:00 17:00 1596 1813 3409 4:15 92 73 165 16:15 398 453 851 17:00 18:00 1720 1960 3680 4:30 146 104 250 16:30 351 464 815 18:00 19:00 1663 1622 3285 4:45 150 111 261 16:45 458 449 907 19:00 20:00 1096 1368 2464 5:00 154 89 243 17:00 391 459 850 20:00 21:00 964 966 1930 5:15 185 112 297 17:15 499 528 1027 21:00 22:00 837 775 1612 5:30 226 155 381 17:30 414 512 926 22:00 23:00 514 604 1118 5:45 261 219 480 17:45 416 461 877 23:0 0 00:00 350 410 760 6:00 226 184 410 18:00 477 417 894
6:15 281 221 502 18:15 425 416 841 NB SB EB WB TOTA L
6:30 295 260 555 18:30 406 397 803 00:00 to 12:00
6:45 280 377 657 18:45 355 392 747 9189 10324 19513
7:00 285 417 702 19:00 311 404 715 7:15 7:30 7:30
7:15 313 410 723 19:15 290 349 639 1301 1869 3150
7:30 339 475 814 19:30 266 330 596 0.927 0.948 0.933
7:45 351 493 844 19:45 229 285 514
8:00 298 465 763 20:00 232 243 475 12:00 to 00:00
8:15 293 436 729 20:15 230 250 480 14264 15716 29980
8:30 292 408 700 20:30 236 247 483 17:15 17:00 17:15
8:45 270 403 673 20:45 266 226 492 1806 1960 3724
9:00 290 325 615 21:00 224 209 433 0.905 0.928 0.907
9:15 327 310 637 21:15 240 197 437
9:30 332 293 625 21:30 195 212 407 07:00 to 09:00
9:45 308 294 602 21:45 178 157 335 2441 3507 5948
10:00 244 321 565 22:00 148 163 311 7:15 7:30 7:30
10:15 334 332 666 22:15 127 154 281 1301 1869 3150
10:30 300 352 652 22:30 115 149 264 0.927 0.948 0.933
10:45 304 362 666 22:45 124 138 262
11:00 300 351 651 23:00 97 137 234 16:00 to 18:00
11:15 299 384 683 23:15 92 101 193 3316 3773 7089
11:30 312 387 699 23:30 82 97 179 16:45 17:00 16:45
11:45 327 390 717 23:45 79 75 154 1762 1960 3710
TOTALS 9189 10324 0 0 19513 TOTALS 14264 15716 0 0 29980 0.883 0.928 0.903 SPLIT % 47% 53% 0% 0% 39% SPLIT % 48% 52% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
SR 39/Beach Blvd Bet Artesia Fwy/SR 91 & Medieval Times Dinner & Tournament Dwy 2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 500
1000
1500
2000
2500
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_079
NB SB EB WB Total
22,603 25,170 0 0 47,773

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 64 68 132 12:00 275 380 655 00:00 01:00 205 254 459 0:15 50 79 129 12:15 314 324 638 01:00 02:00 131 209 340 0:30 33 57 90 12:30 316 321 637 02:00 03:00 142 130 272 0:45 58 50 108 12:45 307 352 659 03:00 04:00 232 158 390 1:00 26 53 79 13:00 295 345 640 04:00 05:00 449 342 791 1:15 33 49 82 13:15 351 380 731 05:00 06:00 819 560 1379 1:30 41 61 102 13:30 336 344 680 06:00 07:00 1052 1009 2061 1:45 31 46 77 13:45 323 356 679 07:00 08:00 1262 1764 3026 2:00 34 27 61 14:00 317 375 692 08:00 09:00 1095 1649 2744 2:15 37 32 69 14:15 323 344 667 09:00 10:00 1204 1174 2378 2:30 41 28 69 14:30 350 386 736 10:00 11:00 1134 1320 2454 2:45 30 43 73 14:45 377 372 749 11:00 12:00 1196 1455 2651 3:00 34 35 69 15:00 352 399 751 12:00 13:00 1212 1377 2589 3:15 51 34 85 15:15 339 407 746 13:00 14:00 1305 1425 2730 3:30 64 37 101 15:30 364 446 810 14:00 15:00 1367 1477 2844 3:45 83 52 135 15:45 382 458 840 15:00 16:00 1437 1710 3147 4:00 66 61 127 16:00 377 431 808 16:00 17:00 1518 1730 3248 4:15 92 72 164 16:15 376 433 809 17:00 18:00 1663 1883 3546 4:30 143 101 244 16:30 330 443 773 18:00 19:00 1610 1498 3108 4:45 148 108 256 16:45 435 423 858 19:00 20:00 1040 1308 2348 5:00 154 89 243 17:00 369 438 807 20:00 21:00 891 960 1851 5:15 183 108 291 17:15 488 516 1004 21:00 22:00 786 772 1558 5:30 221 151 372 17:30 408 493 901 22:00 23:00 505 599 1104 5:45 261 212 473 17:45 398 436 834 23:0 0 00:00 348 407 755 6:00 220 178 398 18:00 461 370 831
6:15 274 213 487 18:15 416 389 805 NB SB EB WB TOTA L
6:30 288 252 540 18:30 392 371 763 00:00 to 12:00
6:45 270 366 636 18:45 341 368 709 8921 10024 18945
7:00 278 408 686 19:00 292 379 671 7:15 7:30 7:15
7:15 306 403 709 19:15 273 328 601 1269 1829 3076
7:30 330 465 795 19:30 252 320 572 0.912 0.937 0.920
7:45 348 488 836 19:45 223 281 504
8:00 285 451 736 20:00 229 240 469 12:00 to 00:00
8:15 283 425 708 20:15 227 248 475 13682 15146 28828
8:30 272 385 657 20:30 220 248 468 17:15 17:00 16:45
8:45 255 388 643 20:45 215 224 439 1755 1883 3570
9:00 278 314 592 21:00 202 214 416 0.899 0.912 0.889
9:15 308 292 600 21:15 231 194 425
9:30 320 282 602 21:30 181 211 392 07:00 to 09:00
9:45 298 286 584 21:45 172 153 325 2357 3413 5770
10:00 229 307 536 22:00 148 165 313 7:15 7:30 7:15
10:15 323 319 642 22:15 122 151 273 1269 1829 3076
10:30 286 339 625 22:30 111 145 256 0.912 0.937 0.920
10:45 296 355 651 22:45 124 138 262
11:00 287 338 625 23:00 96 136 232 16:00 to 18:00
11:15 291 372 663 23:15 93 101 194 3181 3613 6794
11:30 308 374 682 23:30 80 95 175 16:45 17:00 16:45
11:45 310 371 681 23:45 79 75 154 1700 1883 3570
TOTALS 8921 10024 0 0 18945 TOTALS 13682 15146 0 0 28828 0.871 0.912 0.889 SPLIT % 47% 53% 0% 0% 40% SPLIT % 47% 53% 0% 0% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
SR 39/Beach Blvd Bet Medieval Times Dinner & Tournament Dwy & La Palma Ave 2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
1600
1800
2000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_080
NB SB EB WB Total
19,426 20,617 0 0 40,043

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 42 56 98 12:00 278 261 539 00:00 01:00 157 218 375 0:15 40 69 109 12:15 264 224 488 01:00 02:00 107 195 302 0:30 31 49 80 12:30 282 231 513 02:00 03:00 133 116 249 0:45 44 44 88 12:45 248 245 493 03:00 04:00 205 140 345 1:00 27 57 84 13:00 264 278 542 04:00 05:00 410 286 696 1:15 23 44 67 13:15 256 270 526 05:00 06:00 743 515 1258 1:30 35 45 80 13:30 262 280 542 06:00 07:00 915 952 1867 1:45 22 49 71 13:45 302 292 594 07:00 08:00 1127 1543 2670 2:00 32 30 62 14:00 280 271 551 08:00 09:00 1002 1503 2505 2:15 37 25 62 14:15 289 315 604 09:00 10:00 1069 954 2023 2:30 36 30 66 14:30 256 285 541 10:00 11:00 1059 820 1879 2:45 28 31 59 14:45 317 293 610 11:00 12:00 1081 885 1966 3:00 25 31 56 15:00 322 289 611 12:00 13:00 1072 961 2033 3:15 42 34 76 15:15 302 334 636 13:00 14:00 1084 1120 2204 3:30 67 31 98 15:30 304 373 677 14:00 15:00 1142 1164 2306 3:45 71 44 115 15:45 341 386 727 15:00 16:00 1269 1382 2651 4:00 58 51 109 16:00 343 372 715 16:00 17:00 1387 1443 2830 4:15 91 63 154 16:15 328 372 700 17:00 18:00 1427 1603 3030 4:30 122 84 206 16:30 335 358 693 18:00 19:00 1251 1268 2519 4:45 139 88 227 16:45 381 341 722 19:00 20:00 840 1068 1908 5:00 150 80 230 17:00 373 364 737 20:00 21:00 701 876 1577 5:15 154 100 254 17:15 375 438 813 21:00 22:00 578 701 1279 5:30 214 148 362 17:30 337 437 774 22:00 23:00 396 545 941 5:45 225 187 412 17:45 342 364 706 23:0 0 00:00 271 359 630 6:00 174 160 334 18:00 350 300 650
6:15 255 214 469 18:15 325 344 669 NB SB EB WB TOTA L
6:30 242 246 488 18:30 294 312 606 00:00 to 12:00
6:45 244 332 576 18:45 282 312 594 8008 8127 16135
7:00 248 361 609 19:00 226 285 511 7:30 7:30 7:30
7:15 265 355 620 19:15 213 277 490 1139 1641 2780
7:30 302 409 711 19:30 222 273 495 0.913 0.945 0.952
7:45 312 418 730 19:45 179 233 412
8:00 258 434 692 20:00 186 249 435 12:00 to 00:00
8:15 267 380 647 20:15 164 212 376 11418 12490 23908
8:30 261 359 620 20:30 194 210 404 16:45 17:00 16:45
8:45 216 330 546 20:45 157 205 362 1466 1603 3046
9:00 251 250 501 21:00 163 184 347 0.962 0.915 0.937
9:15 255 214 469 21:15 170 174 344
9:30 280 248 528 21:30 130 189 319 07:00 to 09:00
9:45 283 242 525 21:45 115 154 269 2129 3046 5175
10:00 216 190 406 22:00 114 150 264 7:30 7:30 7:30
10:15 267 190 457 22:15 104 142 246 1139 1641 2780
10:30 282 212 494 22:30 79 120 199 0.913 0.945 0.952
10:45 294 228 522 22:45 99 133 232
11:00 271 224 495 23:00 74 124 198 16:00 to 18:00
11:15 273 201 474 23:15 74 89 163 2814 3046 5860
11:30 269 238 507 23:30 75 90 165 16:45 17:00 16:45
11:45 268 222 490 23:45 48 56 104 1466 1603 3046
TOTALS 8008 8127 0 0 16135 TOTALS 11418 12490 0 0 23908 0.962 0.915 0.937 SPLIT % 50% 50% 0% 0% 40% SPLIT % 48% 52% 0% 0% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
SR 39/Beach Blvd Bet Crescent Ave & La Palma Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
1400
1600
1800
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_081
NB SB EB WB Total
16,597 18,864 0 0 35,461

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 39 50 89 12:00 231 235 466 00:00 01:00 148 181 329 0:15 39 54 93 12:15 207 203 410 01:00 02:00 112 173 285 0:30 32 40 72 12:30 233 228 461 02:00 03:00 125 105 230 0:45 38 37 75 12:45 209 219 428 03:00 04:00 191 130 321 1:00 26 45 71 13:00 212 251 463 04:00 05:00 359 264 623 1:15 23 44 67 13:15 201 261 462 05:00 06:00 598 485 1083 1:30 39 42 81 13:30 196 268 464 06:00 07:00 773 929 1702 1:45 24 42 66 13:45 245 282 527 07:00 08:00 988 1447 2435 2:00 31 29 60 14:00 234 240 474 08:00 09:00 860 1383 2243 2:15 36 24 60 14:15 241 286 527 09:00 10:00 899 887 1786 2:30 34 21 55 14:30 223 277 500 10:00 11:00 854 777 1631 2:45 24 31 55 14:45 257 284 541 11:00 12:00 874 828 1702 3:00 27 30 57 15:00 290 272 562 12:00 13:00 880 885 1765 3:15 37 30 67 15:15 263 306 569 13:00 14:00 854 1062 1916 3:30 61 29 90 15:30 261 338 599 14:00 15:00 955 1087 2042 3:45 66 41 107 15:45 297 355 652 15:00 16:00 1111 1271 2382 4:00 47 48 95 16:00 303 328 631 16:00 17:00 1176 1324 2500 4:15 86 57 143 16:15 284 346 630 17:00 18:00 1219 1448 2667 4:30 97 78 175 16:30 266 340 606 18:00 19:00 1058 1151 2209 4:45 129 81 210 16:45 323 310 633 19:00 20:00 748 968 1716 5:00 128 76 204 17:00 327 355 682 20:00 21:00 643 756 1399 5:15 120 103 223 17:15 324 379 703 21:00 22:00 546 586 1132 5:30 166 138 304 17:30 284 395 679 22:00 23:00 378 446 824 5:45 184 168 352 17:45 284 319 603 23:0 0 00:00 248 291 539 6:00 140 149 289 18:00 283 268 551
6:15 212 209 421 18:15 282 308 590 NB SB EB WB TOTA L
6:30 201 242 443 18:30 245 287 532 00:00 to 12:00
6:45 220 329 549 18:45 248 288 536 6781 7589 14370
7:00 207 346 553 19:00 194 259 453 7:15 7:15 7:15
7:15 232 350 582 19:15 185 252 437 1017 1503 2520
7:30 278 373 651 19:30 208 251 459 0.915 0.935 0.968
7:45 271 378 649 19:45 161 206 367
8:00 236 402 638 20:00 175 217 392 12:00 to 00:00
8:15 220 344 564 20:15 147 185 332 9816 11275 21091
8:30 227 332 559 20:30 172 179 351 16:45 17:00 16:45
8:45 177 305 482 20:45 149 175 324 1258 1448 2697
9:00 212 218 430 21:00 160 149 309 0.962 0.916 0.959
9:15 211 204 415 21:15 156 149 305
9:30 226 239 465 21:30 124 158 282 07:00 to 09:00
9:45 250 226 476 21:45 106 130 236 1848 2830 4678
10:00 174 184 358 22:00 108 125 233 7:15 7:15 7:15
10:15 213 188 401 22:15 101 118 219 1017 1503 2520
10:30 235 203 438 22:30 78 93 171 0.915 0.935 0.968
10:45 232 202 434 22:45 91 110 201
11:00 210 214 424 23:00 68 103 171 16:00 to 18:00
11:15 226 191 417 23:15 65 72 137 2395 2772 5167
11:30 219 216 435 23:30 71 70 141 16:45 17:00 16:45
11:45 219 207 426 23:45 44 46 90 1258 1448 2697
TOTALS 6781 7589 0 0 14370 TOTALS 9816 11275 0 0 21091 0.962 0.916 0.959 SPLIT % 47% 53% 0% 0% 41% SPLIT % 47% 53% 0% 0% 59%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
SR 39/Beach Blvd Bet Crescent Ave & Lincoln Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
1400
1600
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_010
NB SB EB WB Total
0 0 1,254 1,244 2,498

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 11 2 12:00 16 24 40 00:00 01:00 54 9
0:15 21 3 12:15 24 17 41 01:00 02:00 79 16
0:30 11 2 12:30 18 28 46 02:00 03:00 19 6 25
0:45 11 2 12:45 17 16 33 03:00 04:00 35 23 58
1:00 22 4 13:00 25 11 36 04:00 05:00 38 35 73
1:15 11 2 13:15 23 21 44 05:00 06:00 62 93 155
1:30 21 3 13:30 35 29 64 06:00 07:00 54 63 117
1:45 25 7 13:45 19 21 40 07:00 08:00 78 64 142
2:00 30 3 14:00 23 29 52 08:00 09:00 83 75 158
2:15 52 7 14:15 23 26 49 09:00 10:00 91 67 158
2:30 51 6 14:30 28 27 55 10:00 11:00 70 71 141
2:45 63 9 14:45 23 23 46 11:00 12:00 73 68 141
3:00 91 10 15:00 20 29 49 12:00 13:00 75 85 160
3:15 63 9 15:15 11 13 24 13:00 14:00 102 82 184
3:30 11 8 19 15:30 15 24 39 14:00 15:00 97 105 202
3:45 91 1 20 15:45 14 23 37 15:00 16:00 60 89 149
4:00 51 0 15 16:00 24 20 44 16:00 17:00 89 77 166
4:15 59 14 16:15 19 22 41 17:00 18:00 68 75 143
4:30 10 7 17 16:30 23 17 40 18:00 19:00 32 41 73
4:45 18 9 27 16:45 23 18 41 19:00 20:00 31 27 58
5:00 10 16 26 17:00 26 25 51 20:00 21:00 28 27 55
5:15 71 6 23 17:15 16 14 30 21:00 22:00 24 16 40
5:30 19 19 38 17:30 11 23 34 22:00 23:00 17 32 49
5:45 26 42 68 17:45 15 13 28 23:0 0 00:00 16 10 26
6:00 27 24 51 18:00 71 1 18
6:15 10 15 25 18:15 68 14 NB SB EB WB TOTA L
6:30 98 17 18:30 76 13 00:00 to 12:00
6:45 81 6 24 18:45 12 16 28 615 578 1193
7:00 22 19 41 19:00 71 0 17 9:00 5:15 5:30
7:15 20 8 28 19:15 11 8 19 91 101 182
7:30 17 16 33 19:30 53 8 0.758 0.601 0.669
7:45 19 21 40 19:45 86 14
8:00 24 25 49 20:00 10 6 16 12:00 to 00:00
8:15 19 17 36 20:15 58 13 639 666 1305
8:30 25 16 41 20:30 78 15 13:00 13:30 13:30
8:45 15 17 32 20:45 65 11 102 105 205
9:00 23 20 43 21:00 33 6 0.729 0.905 0.801
9:15 12 11 23 21:15 93 12
9:30 26 13 39 21:30 64 10 07:00 to 09:00
9:45 30 23 53 21:45 66 12 161 139 300
10:00 12 19 31 22:00 31 9 22 7:45 7:30 7:45
10:15 14 19 33 22:15 54 9 87 79 166
10:30 23 14 37 22:30 67 13 0.870 0.790 0.847
10:45 21 19 40 22:45 32 5
11:00 14 14 28 23:00 94 13 16:00 to 18:00
11:15 16 16 32 23:15 10 1 157 152 309
11:30 19 25 44 23:30 34 7 16:15 16:15 16:15
11:45 24 13 37 23:45 32 5 91 82 173
TOTALS 0 0 615 578 1193 TOTALS 0 0 639 666 1305 0.875 0.820 0.848 SPLIT % 0% 0% 52% 48% 48% SPLIT % 0% 0% 49% 51% 52%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Caballero Blvd Bet Valley View St & Regio Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 20
40 60
80 100
120
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_011
NB SB EB WB Total
0 0 1,269 1,305 2,574

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 22 4 12:00 21 17 38 00:00 01:00 78 15
0:15 11 2 12:15 24 24 48 01:00 02:00 10 14 24
0:30 13 4 12:30 21 26 47 02:00 03:00 23 12 35
0:45 32 5 12:45 18 21 39 03:00 04:00 45 30 75
1:00 33 6 13:00 26 15 41 04:00 05:00 48 52 100
1:15 12 3 13:15 25 23 48 05:00 06:00 60 95 155
1:30 33 6 13:30 47 28 75 06:00 07:00 51 64 115
1:45 36 9 13:45 19 21 40 07:00 08:00 73 71 144
2:00 41 5 14:00 23 29 52 08:00 09:00 69 93 162
2:15 64 10 14:15 28 26 54 09:00 10:00 69 74 143
2:30 83 11 14:30 22 27 49 10:00 11:00 60 75 135
2:45 54 9 14:45 31 27 58 11:00 12:00 64 57 121
3:00 93 12 15:00 17 29 46 12:00 13:00 84 88 172
3:15 10 4 14 15:15 91 7 26 13:00 14:00 117 87 204
3:30 12 7 19 15:30 19 25 44 14:00 15:00 104 109 213
3:45 14 16 30 15:45 13 18 31 15:00 16:00 58 89 147
4:00 51 1 16 16:00 25 21 46 16:00 17:00 98 77 175
4:15 10 14 24 16:15 22 20 42 17:00 18:00 69 55 124
4:30 13 16 29 16:30 25 19 44 18:00 19:00 40 37 77
4:45 20 11 31 16:45 26 17 43 19:00 20:00 26 28 54
5:00 91 7 26 17:00 21 24 45 20:00 21:00 29 22 51
5:15 11 18 29 17:15 12 9 21 21:00 22:00 27 23 50
5:30 16 24 40 17:30 20 13 33 22:00 23:00 13 31 44
5:45 24 36 60 17:45 16 9 25 23:0 0 00:00 25 14 39
6:00 22 20 42 18:00 11 9 20
6:15 10 17 27 18:15 11 7 18 NB SB EB WB TOTA L
6:30 12 7 19 18:30 55 10 00:00 to 12:00
6:45 72 0 27 18:45 13 16 29 579 645 1224
7:00 18 22 40 19:00 58 13 5:15 5:15 5:15
7:15 17 9 26 19:15 87 15 73 98 171
7:30 17 14 31 19:30 45 9 0.760 0.681 0.713
7:45 21 26 47 19:45 98 17
8:00 16 26 42 20:00 85 13 12:00 to 00:00
8:15 16 20 36 20:15 66 12 690 660 1350
8:30 17 26 43 20:30 10 6 16 13:00 14:00 13:30
8:45 20 21 41 20:45 55 10 117 109 221
9:00 15 24 39 21:00 66 12 0.622 0.940 0.737
9:15 12 18 30 21:15 95 14
9:30 18 11 29 21:30 66 12 07:00 to 09:00
9:45 24 21 45 21:45 66 12 142 164 306
10:00 11 24 35 22:00 22 0 22 7:00 7:45 7:45
10:15 14 19 33 22:15 34 7 73 98 168
10:30 18 14 32 22:30 55 10 0.869 0.942 0.894
10:45 17 18 35 22:45 32 5
11:00 16 12 28 23:00 16 5 21 16:00 to 18:00
11:15 13 11 24 23:15 10 1 167 132 299
11:30 15 23 38 23:30 34 7 16:00 16:15 16:00
11:45 20 11 31 23:45 55 10 98 80 175
TOTALS 0 0 579 645 1224 TOTALS 0 0 690 660 1350 0.942 0.833 0.951 SPLIT % 0% 0% 47% 53% 48% SPLIT % 0% 0% 51% 49% 52%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Caballero Blvd Bet Regio Ave & Knott Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 20
40 60
80 100
120
140
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_012
NB SB EB WB Total
1,229 1,537 0 0 2,766

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 20 2 12:00 11 27 38 00:00 01:00 61 7
0:15 10 1 12:15 14 21 35 01:00 02:00 02 2
0:30 30 3 12:30 10 19 29 02:00 03:00 13 4
0:45 01 1 12:45 14 21 35 03:00 04:00 34 7
1:00 00 0 13:00 13 15 28 04:00 05:00 21 5 17
1:15 00 0 13:15 15 13 28 05:00 06:00 53 4 39
1:30 01 1 13:30 15 30 45 06:00 07:00 25 71 96
1:45 01 1 13:45 72 0 27 07:00 08:00 102 193 295
2:00 02 2 14:00 10 25 35 08:00 09:00 119 179 298
2:15 10 1 14:15 15 18 33 09:00 10:00 38 77 115
2:30 00 0 14:30 30 22 52 10:00 11:00 40 78 118
2:45 01 1 14:45 34 27 61 11:00 12:00 45 67 112
3:00 12 3 15:00 46 29 75 12:00 13:00 49 88 137
3:15 10 1 15:15 51 62 113 13:00 14:00 50 78 128
3:30 01 1 15:30 30 37 67 14:00 15:00 89 92 181
3:45 11 2 15:45 23 25 48 15:00 16:00 150 153 303
4:00 01 1 16:00 22 24 46 16:00 17:00 107 104 211
4:15 13 4 16:15 28 20 48 17:00 18:00 119 97 216
4:30 14 5 16:30 30 36 66 18:00 19:00 67 69 136
4:45 07 7 16:45 27 24 51 19:00 20:00 60 59 119
5:00 18 9 17:00 30 21 51 20:00 21:00 51 26 77
5:15 25 7 17:15 34 28 62 21:00 22:00 45 30 75
5:30 01 0 10 17:30 25 28 53 22:00 23:00 38 11 49
5:45 21 1 13 17:45 30 20 50 23:0 0 00:00 18 6 24
6:00 51 6 21 18:00 17 23 40
6:15 31 5 18 18:15 24 13 37 NB SB EB WB TOTA L
6:30 82 1 29 18:30 14 19 33 00:00 to 12:00
6:45 91 9 28 18:45 12 14 26 386 724 1110
7:00 14 32 46 19:00 18 23 41 7:30 7:30 7:30
7:15 15 34 49 19:15 13 13 26 170 244 414
7:30 32 64 96 19:30 17 11 28 0.833 0.924 0.885
7:45 41 63 104 19:45 12 12 24
8:00 51 66 117 20:00 15 9 24 12:00 to 00:00
8:15 46 51 97 20:15 16 5 21 843 813 1656
8:30 12 40 52 20:30 10 8 18 14:30 14:45 14:45
8:45 10 22 32 20:45 10 4 14 161 155 316
9:00 61 7 23 21:00 81 2 20 0.789 0.625 0.699
9:15 13 21 34 21:15 11 5 16
9:30 82 0 28 21:30 15 6 21 07:00 to 09:00
9:45 11 19 30 21:45 11 7 18 221 372 593
10:00 81 5 23 22:00 12 4 16 7:30 7:30 7:30
10:15 13 23 36 22:15 72 9 170 244 414
10:30 10 20 30 22:30 13 2 15 0.833 0.924 0.885
10:45 92 0 29 22:45 63 9
11:00 11 15 26 23:00 51 6 16:00 to 18:00
11:15 12 16 28 23:15 51 6 226 201 427
11:30 12 19 31 23:30 41 5 16:30 16:30 16:30
11:45 10 17 27 23:45 43 7 121 109 230
TOTALS 386 724 0 0 1110 TOTALS 843 813 0 0 1656 0.890 0.757 0.871 SPLIT % 35% 65% 0% 0% 40% SPLIT % 51% 49% 0% 0% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Cameron Dr Bet SR 39/Beach Blvd & Country Club Dr
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_013
NB SB EB WB Total
0 0 10,851 9,750 20,601

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 13 6 19 12:00 155 110 265 00:00 01:00 56 29 85
0:15 13 12 25 12:15 144 108 252 01:00 02:00 24 26 50
0:30 16 7 23 12:30 133 126 259 02:00 03:00 38 35 73
0:45 14 4 18 12:45 133 127 260 03:00 04:00 23 45 68
1:00 56 11 13:00 160 133 293 04:00 05:00 64 142 206
1:15 77 14 13:15 133 134 267 05:00 06:00 152 284 436
1:30 86 14 13:30 141 165 306 06:00 07:00 268 437 705
1:45 47 11 13:45 170 176 346 07:00 08:00 566 840 1406
2:00 15 4 19 14:00 165 190 355 08:00 09:00 728 819 1547 2:15 74 11 14:15 184 171 355 09:00 10:00 423 566 989
2:30 12 13 25 14:30 219 206 425 10:00 11:00 478 496 974 2:45 41 4 18 14:45 199 201 400 11:00 12:00 600 441 1041 3:00 10 4 14 15:00 260 173 433 12:00 13:00 565 471 1036 3:15 48 12 15:15 239 169 408 13:00 14:00 604 608 1212
3:30 41 7 21 15:30 220 193 413 14:00 15:00 767 768 1535 3:45 51 6 21 15:45 306 160 466 15:00 16:00 1025 695 1720 4:00 61 7 23 16:00 247 194 441 16:00 17:00 1022 784 1806 4:15 92 7 36 16:15 235 182 417 17:00 18:00 1050 786 1836 4:30 19 32 51 16:30 262 208 470 18:00 19:00 833 540 1373 4:45 30 66 96 16:45 278 200 478 19:00 20:00 579 372 951 5:00 21 45 66 17:00 284 197 481 20:00 21:00 436 240 676 5:15 25 63 88 17:15 262 180 442 21:00 22:00 280 157 437 5:30 41 70 111 17:30 248 221 469 22:00 23:00 173 102 275 5:45 65 106 171 17:45 256 188 444 23:0 0 00:00 97 67 164 6:00 50 72 122 18:00 237 156 393
6:15 50 102 152 18:15 220 132 352 NB SB EB WB TOTA L
6:30 71 123 194 18:30 195 129 324 00:00 to 12:00
6:45 97 140 237 18:45 181 123 304 3420 4160 7580
7:00 105 167 272 19:00 157 101 258 7:45 7:15 7:30
7:15 111 191 302 19:15 154 106 260 803 959 1712
7:30 150 267 417 19:30 130 89 219 0.961 0.838 0.873
7:45 200 215 415 19:45 138 76 214
8:00 204 286 490 20:00 123 67 190 12:00 to 00:00
8:15 209 181 390 20:15 128 74 202 7431 5590 13021
8:30 190 182 372 20:30 105 51 156 16:30 16:45 16:30
8:45 125 170 295 20:45 80 48 128 1086 798 1871
9:00 120 162 282 21:00 73 47 120 0.956 0.903 0.972
9:15 92 137 229 21:15 87 45 132
9:30 101 127 228 21:30 72 37 109 07:00 to 09:00
9:45 110 140 250 21:45 48 28 76 1294 1659 2953
10:00 105 121 226 22:00 56 28 84 7:45 7:15 7:30
10:15 119 139 258 22:15 41 23 64 803 959 1712
10:30 117 109 226 22:30 46 26 72 0.961 0.838 0.873
10:45 137 127 264 22:45 30 25 55
11:00 143 92 235 23:00 32 20 52 16:00 to 18:00
11:15 147 104 251 23:15 26 17 43 2072 1570 3642
11:30 166 111 277 23:30 26 13 39 16:30 16:45 16:30
11:45 144 134 278 23:45 13 17 30 1086 798 1871
TOTALS 0 0 3420 4160 7580 TOTALS 0 0 7431 5590 13021 0.956 0.903 0.972 SPLIT % 0% 0% 45% 55% 37% SPLIT % 0% 0% 57% 43% 63%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
W Cerritos Ave Bet Valley View St & Carlotta Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_014
NB SB EB WB Total
0 0 3,272 3,656 6,928

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 43 7 12:00 55 60 115 00:00 01:00 12 13 25
0:15 15 6 12:15 60 52 112 01:00 02:00 61 2 18
0:30 31 4 12:30 55 62 117 02:00 03:00 08 8
0:45 44 8 12:45 48 60 108 03:00 04:00 71 0 17
1:00 14 5 13:00 56 59 115 04:00 05:00 21 36 57
1:15 14 5 13:15 51 67 118 05:00 06:00 40 77 117
1:30 11 2 13:30 47 50 97 06:00 07:00 83 99 182
1:45 33 6 13:45 58 54 112 07:00 08:00 192 208 400
2:00 01 1 14:00 56 56 112 08:00 09:00 185 278 463
2:15 02 2 14:15 53 61 114 09:00 10:00 155 252 407
2:30 02 2 14:30 63 74 137 10:00 11:00 170 244 414
2:45 03 3 14:45 84 69 153 11:00 12:00 197 249 446
3:00 31 4 15:00 76 79 155 12:00 13:00 218 234 452
3:15 11 2 15:15 90 77 167 13:00 14:00 212 230 442
3:30 11 2 15:30 63 75 138 14:00 15:00 256 260 516
3:45 27 9 15:45 70 64 134 15:00 16:00 299 295 594
4:00 23 5 16:00 79 73 152 16:00 17:00 320 292 612
4:15 31 1 14 16:15 76 67 143 17:00 18:00 301 259 560
4:30 10 9 19 16:30 82 84 166 18:00 19:00 227 203 430
4:45 61 3 19 16:45 83 68 151 19:00 20:00 131 125 256
5:00 49 13 17:00 95 84 179 20:00 21:00 101 112 213
5:15 51 3 18 17:15 63 59 122 21:00 22:00 59 72 131
5:30 14 26 40 17:30 77 69 146 22:00 23:00 54 60 114
5:45 17 29 46 17:45 66 47 113 23:0 0 00:00 26 28 54
6:00 17 12 29 18:00 68 50 118
6:15 23 24 47 18:15 63 60 123 NB SB EB WB TOTA L
6:30 23 20 43 18:30 56 50 106 00:00 to 12:00
6:45 20 43 63 18:45 40 43 83 1068 1486 2554
7:00 26 26 52 19:00 50 35 85 7:30 8:15 7:30
7:15 44 47 91 19:15 27 39 66 229 282 497
7:30 56 52 108 19:30 31 28 59 0.867 0.881 0.834
7:45 66 83 149 19:45 23 23 46
8:00 57 70 127 20:00 26 31 57 12:00 to 00:00
8:15 50 63 113 20:15 22 24 46 2204 2170 4374
8:30 37 65 102 20:30 33 25 58 16:15 16:15 16:15
8:45 41 80 121 20:45 20 32 52 336 303 639
9:00 43 74 117 21:00 14 26 40 0.884 0.902 0.892
9:15 38 49 87 21:15 18 17 35
9:30 40 66 106 21:30 13 14 27 07:00 to 09:00
9:45 34 63 97 21:45 14 15 29 377 486 863
10:00 40 53 93 22:00 10 14 24 7:30 7:45 7:30
10:15 38 67 105 22:15 15 15 30 229 281 497
10:30 41 54 95 22:30 13 16 29 0.867 0.846 0.834
10:45 51 70 121 22:45 16 15 31
11:00 38 56 94 23:00 91 2 21 16:00 to 18:00
11:15 61 64 125 23:15 98 17 621 551 1172
11:30 48 74 122 23:30 35 8 16:15 16:15 16:15
11:45 50 55 105 23:45 53 8 336 303 639
TOTALS 0 0 1068 1486 2554 TOTALS 0 0 2204 2170 4374 0.884 0.902 0.892 SPLIT % 0% 0% 42% 58% 37% SPLIT % 0% 0% 50% 50% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Commonwealth Ave Bet Auto Center Dr & SR 39/Beach Blvd
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_015
NB SB EB WB Total
0 0 5,426 5,827 11,253

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 13 10 23 12:00 69 103 172 00:00 01:00 34 31 65
0:15 79 16 12:15 88 93 181 01:00 02:00 19 23 42
0:30 78 15 12:30 75 86 161 02:00 03:00 16 29 45
0:45 74 11 12:45 83 109 192 03:00 04:00 16 27 43
1:00 57 12 13:00 77 95 172 04:00 05:00 56 91 147
1:15 61 0 16 13:15 79 93 172 05:00 06:00 104 149 253
1:30 14 5 13:30 94 83 177 06:00 07:00 165 209 374
1:45 72 9 13:45 76 108 184 07:00 08:00 440 287 727
2:00 34 7 14:00 88 81 169 08:00 09:00 340 395 735
2:15 21 3 15 14:15 78 94 172 09:00 10:00 287 361 648
2:30 95 14 14:30 89 109 198 10:00 11:00 274 356 630
2:45 27 9 14:45 90 93 183 11:00 12:00 309 373 682
3:00 34 7 15:00 90 113 203 12:00 13:00 315 391 706
3:15 64 10 15:15 141 113 254 13:00 14:00 326 379 705
3:30 47 11 15:30 94 109 203 14:00 15:00 345 377 722
3:45 31 2 15 15:45 104 117 221 15:00 16:00 429 452 881
4:00 61 2 18 16:00 93 113 206 16:00 17:00 473 435 908
4:15 62 1 27 16:15 120 86 206 17:00 18:00 446 435 881
4:30 21 27 48 16:30 129 124 253 18:00 19:00 341 330 671 4:45 23 31 54 16:45 131 112 243 19:00 20:00 212 225 437 5:00 14 29 43 17:00 132 138 270 20:00 21:00 181 191 372 5:15 21 34 55 17:15 112 93 205 21:00 22:00 138 153 291
5:30 33 39 72 17:30 115 114 229 22:00 23:00 101 79 180
5:45 36 47 83 17:45 87 90 177 23:0 0 00:00 59 49 108
6:00 27 51 78 18:00 89 77 166
6:15 45 47 92 18:15 76 102 178 NB SB EB WB TOTA L
6:30 36 48 84 18:30 91 72 163 00:00 to 12:00
6:45 57 63 120 18:45 85 79 164 2060 2331 4391
7:00 67 48 115 19:00 72 72 144 7:15 8:00 7:15
7:15 103 66 169 19:15 48 60 108 468 395 814
7:30 142 74 216 19:30 47 45 92 0.824 0.844 0.896
7:45 128 99 227 19:45 45 48 93
8:00 95 107 202 20:00 45 49 94 12:00 to 00:00
8:15 89 80 169 20:15 39 43 82 3366 3496 6862
8:30 81 91 172 20:30 57 48 105 16:15 16:30 16:15
8:45 75 117 192 20:45 40 51 91 512 467 972
9:00 77 83 160 21:00 38 51 89 0.970 0.846 0.900
9:15 71 78 149 21:15 30 29 59
9:30 75 97 172 21:30 35 35 70 07:00 to 09:00
9:45 64 103 167 21:45 35 38 73 780 682 1462
10:00 60 81 141 22:00 26 22 48 7:15 8:00 7:15
10:15 60 85 145 22:15 24 22 46 468 395 814
10:30 75 88 163 22:30 29 21 50 0.824 0.844 0.896
10:45 79 102 181 22:45 22 14 36
11:00 79 85 164 23:00 17 16 33 16:00 to 18:00
11:15 85 98 183 23:15 18 11 29 919 870 1789
11:30 75 105 180 23:30 11 15 26 16:15 16:30 16:15
11:45 70 85 155 23:45 13 7 20 512 467 972
TOTALS 0 0 2060 2331 4391 TOTALS 0 0 3366 3496 6862 0.970 0.846 0.900 SPLIT % 0% 0% 47% 53% 39% SPLIT % 0% 0% 49% 51% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Commonwealth Ave Bet SR 39/Beach Blvd & Stanton Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
450
500
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_016
NB SB EB WB Total
0 0 1,435 1,700 3,135

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 10 1 12:00 14 15 29 00:00 01:00 43 7
0:15 22 4 12:15 14 17 31 01:00 02:00 01 1
0:30 11 2 12:30 14 17 31 02:00 03:00 53 8
0:45 00 0 12:45 10 29 39 03:00 04:00 33 6
1:00 00 0 13:00 25 20 45 04:00 05:00 27 9
1:15 01 1 13:15 14 27 41 05:00 06:00 41 4 18
1:30 00 0 13:30 24 30 54 06:00 07:00 20 37 57
1:45 00 0 13:45 29 23 52 07:00 08:00 241 226 467
2:00 21 3 14:00 31 15 46 08:00 09:00 142 244 386
2:15 00 0 14:15 48 22 70 09:00 10:00 49 86 135
2:30 21 3 14:30 23 38 61 10:00 11:00 50 90 140
2:45 11 2 14:45 26 60 86 11:00 12:00 72 76 148
3:00 00 0 15:00 45 28 73 12:00 13:00 52 78 130
3:15 00 0 15:15 40 75 115 13:00 14:00 92 100 192
3:30 31 4 15:30 25 32 57 14:00 15:00 128 135 263
3:45 02 2 15:45 30 28 58 15:00 16:00 140 163 303
4:00 12 3 16:00 27 37 64 16:00 17:00 136 175 311
4:15 01 1 16:15 43 35 78 17:00 18:00 99 113 212
4:30 13 4 16:30 39 66 105 18:00 19:00 62 55 117
4:45 01 1 16:45 27 37 64 19:00 20:00 43 28 71
5:00 04 4 17:00 32 27 59 20:00 21:00 41 29 70
5:15 23 5 17:15 26 30 56 21:00 22:00 28 14 42
5:30 13 4 17:30 28 34 62 22:00 23:00 12 15 27
5:45 14 5 17:45 13 22 35 23:0 0 00:00 10 5 15
6:00 38 11 18:00 26 23 49
6:15 37 10 18:15 91 5 24 NB SB EB WB TOTA L
6:30 81 3 21 18:30 17 9 26 00:00 to 12:00
6:45 69 15 18:45 10 8 18 592 790 1382
7:00 17 13 30 19:00 19 7 26 7:30 7:30 7:30
7:15 32 27 59 19:15 76 13 303 382 685
7:30 96 63 159 19:30 11 7 18 0.789 0.776 0.782
7:45 96 123 219 19:45 68 14
8:00 57 107 164 20:00 14 8 22 12:00 to 00:00
8:15 54 89 143 20:15 55 10 843 910 1753
8:30 19 26 45 20:30 11 8 19 14:15 14:30 14:30
8:45 12 22 34 20:45 11 8 19 142 201 335
9:00 12 22 34 21:00 73 10 0.740 0.670 0.728
9:15 16 23 39 21:15 76 13
9:30 92 0 29 21:30 63 9 07:00 to 09:00
9:45 12 21 33 21:45 82 10 383 470 853
10:00 62 7 33 22:00 57 12 7:30 7:30 7:30
10:15 11 20 31 22:15 11 2 303 382 685
10:30 13 26 39 22:30 43 7 0.789 0.776 0.782
10:45 20 17 37 22:45 24 6
11:00 17 13 30 23:00 42 6 16:00 to 18:00
11:15 13 18 31 23:15 21 3 235 288 523
11:30 24 21 45 23:30 21 3 16:15 16:00 16:00
11:45 18 24 42 23:45 21 3 141 175 311
TOTALS 0 0 592 790 1382 TOTALS 0 0 843 910 1753 0.820 0.663 0.740 SPLIT % 0% 0% 43% 57% 44% SPLIT % 0% 0% 48% 52% 56%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Country Club Dr Bet Malvern Ave & Fox Hills Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_021
NB SB EB WB Total
0 0 7,836 7,665 15,501

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 11 16 27 12:00 115 107 222 00:00 01:00 37 36 73
0:15 96 15 12:15 109 88 197 01:00 02:00 13 18 31
0:30 88 16 12:30 99 95 194 02:00 03:00 26 7 33
0:45 96 15 12:45 106 94 200 03:00 04:00 34 13 47
1:00 57 12 13:00 84 98 182 04:00 05:00 64 43 107
1:15 36 9 13:15 100 107 207 05:00 06:00 181 108 289
1:30 42 6 13:30 99 127 226 06:00 07:00 280 238 518
1:45 13 4 13:45 118 107 225 07:00 08:00 609 720 1329
2:00 11 1 12 14:00 155 138 293 08:00 09:00 769 634 1403 2:15 23 5 14:15 177 128 305 09:00 10:00 399 367 766
2:30 61 7 14:30 163 174 337 10:00 11:00 358 333 691
2:45 72 9 14:45 190 151 341 11:00 12:00 361 350 711
3:00 81 9 15:00 111 138 249 12:00 13:00 429 384 813
3:15 66 12 15:15 175 183 358 13:00 14:00 401 439 840
3:30 11 2 13 15:30 198 161 359 14:00 15:00 685 591 1276 3:45 94 13 15:45 158 145 303 15:00 16:00 642 627 1269
4:00 13 10 23 16:00 157 155 312 16:00 17:00 580 626 1206 4:15 15 6 21 16:15 146 166 312 17:00 18:00 574 624 1198 4:30 19 11 30 16:30 128 160 288 18:00 19:00 467 450 917 4:45 17 16 33 16:45 149 145 294 19:00 20:00 327 374 701 5:00 25 18 43 17:00 158 168 326 20:00 21:00 279 265 544 5:15 46 25 71 17:15 141 166 307 21:00 22:00 166 202 368 5:30 54 22 76 17:30 139 152 291 22:00 23:00 114 145 259 5:45 56 43 99 17:45 136 138 274 23:0 0 00:00 41 71 112
6:00 39 33 72 18:00 124 116 240
6:15 71 54 125 18:15 116 123 239 NB SB EB WB TOTA L
6:30 67 60 127 18:30 130 114 244 00:00 to 12:00
6:45 103 91 194 18:45 97 97 194 3131 2867 5998
7:00 112 107 219 19:00 86 107 193 7:45 7:30 7:30
7:15 106 133 239 19:15 89 90 179 880 892 1764
7:30 141 230 371 19:30 84 83 167 0.833 0.892 0.882
7:45 250 250 500 19:45 68 94 162
8:00 217 222 439 20:00 90 88 178 12:00 to 00:00
8:15 264 190 454 20:15 74 52 126 4705 4798 9503
8:30 149 121 270 20:30 52 70 122 15:15 14:30 15:15
8:45 139 101 240 20:45 63 55 118 688 646 1332
9:00 101 99 200 21:00 45 68 113 0.869 0.883 0.928
9:15 96 89 185 21:15 49 54 103
9:30 109 89 198 21:30 39 45 84 07:00 to 09:00
9:45 93 90 183 21:45 33 35 68 1378 1354 2732
10:00 87 80 167 22:00 48 43 91 7:45 7:30 7:30
10:15 99 85 184 22:15 25 33 58 880 892 1764
10:30 78 79 157 22:30 27 38 65 0.833 0.892 0.882
10:45 94 89 183 22:45 14 31 45
11:00 93 84 177 23:00 13 19 32 16:00 to 18:00
11:15 87 97 184 23:15 11 18 29 1154 1250 2404
11:30 94 90 184 23:30 61 7 23 16:45 16:15 16:15
11:45 87 79 166 23:45 11 17 28 587 639 1220
TOTALS 0 0 3131 2867 5998 TOTALS 0 0 4705 4798 9503 0.929 0.951 0.936 SPLIT % 0% 0% 52% 48% 39% SPLIT % 0% 0% 50% 50% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Crescent Ave Bet Valley View St & Walker St
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_020
NB SB EB WB Total
0 0 7,436 6,601 14,037

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 95 14 12:00 107 70 177 00:00 01:00 30 29 59
0:15 71 0 17 12:15 94 96 190 01:00 02:00 18 16 34
0:30 55 10 12:30 104 77 181 02:00 03:00 19 14 33
0:45 99 18 12:45 92 94 186 03:00 04:00 30 9 39
1:00 10 5 15 13:00 97 86 183 04:00 05:00 54 31 85
1:15 14 5 13:15 99 99 198 05:00 06:00 150 87 237
1:30 30 3 13:30 128 118 246 06:00 07:00 258 160 418
1:45 47 11 13:45 115 111 226 07:00 08:00 521 604 1125
2:00 64 10 14:00 114 147 261 08:00 09:00 658 482 1140
2:15 17 8 14:15 132 128 260 09:00 10:00 402 307 709
2:30 51 6 14:30 211 130 341 10:00 11:00 355 276 631
2:45 72 9 14:45 162 127 289 11:00 12:00 416 301 717
3:00 45 9 15:00 148 137 285 12:00 13:00 397 337 734
3:15 32 5 15:15 136 168 304 13:00 14:00 439 414 853
3:30 13 0 13 15:30 188 132 320 14:00 15:00 619 532 1151 3:45 10 2 12 15:45 164 136 300 15:00 16:00 636 573 1209 4:00 11 5 16 16:00 147 121 268 16:00 17:00 597 506 1103 4:15 12 5 17 16:15 161 133 294 17:00 18:00 578 536 1114 4:30 16 5 21 16:30 154 127 281 18:00 19:00 430 435 865
4:45 15 16 31 16:45 135 125 260 19:00 20:00 308 338 646 5:00 24 8 32 17:00 144 145 289 20:00 21:00 219 215 434
5:15 34 21 55 17:15 155 136 291 21:00 22:00 160 200 360 5:30 44 26 70 17:30 133 117 250 22:00 23:00 92 129 221
5:45 48 32 80 17:45 146 138 284 23:0 0 00:00 50 70 120
6:00 42 23 65 18:00 119 114 233
6:15 58 33 91 18:15 131 133 264 NB SB EB WB TOTA L
6:30 70 42 112 18:30 105 98 203 00:00 to 12:00
6:45 88 62 150 18:45 75 90 165 2911 2316 5227
7:00 103 65 168 19:00 93 96 189 7:45 7:15 7:30
7:15 104 121 225 19:15 85 82 167 710 728 1433
7:30 152 207 359 19:30 75 83 158 0.796 0.863 0.870
7:45 162 211 373 19:45 55 77 132
8:00 223 189 412 20:00 55 57 112 12:00 to 00:00
8:15 168 121 289 20:15 73 48 121 4525 4285 8810
8:30 157 89 246 20:30 50 56 106 15:30 15:00 14:30
8:45 110 83 193 20:45 41 54 95 660 573 1219
9:00 102 75 177 21:00 46 62 108 0.878 0.853 0.894
9:15 94 73 167 21:15 50 58 108
9:30 106 89 195 21:30 32 44 76 07:00 to 09:00
9:45 100 70 170 21:45 32 36 68 1179 1086 2265
10:00 90 66 156 22:00 29 34 63 7:45 7:15 7:30
10:15 79 73 152 22:15 20 43 63 710 728 1433
10:30 92 66 158 22:30 31 27 58 0.796 0.863 0.870
10:45 94 71 165 22:45 12 25 37
11:00 89 54 143 23:00 19 22 41 16:00 to 18:00
11:15 109 70 179 23:15 13 17 30 1175 1042 2217
11:30 127 84 211 23:30 11 15 26 16:00 17:00 16:15
11:45 91 93 184 23:45 71 6 23 597 536 1124
TOTALS 0 0 2911 2316 5227 TOTALS 0 0 4525 4285 8810 0.927 0.924 0.956 SPLIT % 0% 0% 56% 44% 37% SPLIT % 0% 0% 51% 49% 63%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Crescent Ave Bet Valley View St & Knott Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_019
NB SB EB WB Total
0 0 6,855 7,112 13,967

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 16 7 23 12:00 87 82 169 00:00 01:00 44 30 74
0:15 14 7 21 12:15 87 103 190 01:00 02:00 19 17 36
0:30 55 10 12:30 106 72 178 02:00 03:00 20 14 34
0:45 91 1 20 12:45 98 118 216 03:00 04:00 18 12 30
1:00 76 13 13:00 92 85 177 04:00 05:00 42 55 97
1:15 34 7 13:15 109 113 222 05:00 06:00 105 141 246
1:30 31 4 13:30 115 113 228 06:00 07:00 189 214 403
1:45 66 12 13:45 98 122 220 07:00 08:00 518 649 1167
2:00 43 7 14:00 109 140 249 08:00 09:00 620 550 1170
2:15 46 10 14:15 122 125 247 09:00 10:00 342 353 695
2:30 52 7 14:30 112 129 241 10:00 11:00 318 330 648
2:45 73 10 14:45 148 130 278 11:00 12:00 360 339 699
3:00 43 7 15:00 146 140 286 12:00 13:00 378 375 753
3:15 15 6 15:15 133 170 303 13:00 14:00 414 433 847
3:30 71 8 15:30 173 131 304 14:00 15:00 491 524 1015
3:45 63 9 15:45 146 124 270 15:00 16:00 598 565 1163
4:00 85 13 16:00 140 121 261 16:00 17:00 570 564 1134
4:15 10 13 23 16:15 153 145 298 17:00 18:00 548 576 1124 4:30 11 13 24 16:30 136 158 294 18:00 19:00 428 501 929 4:45 13 24 37 16:45 141 140 281 19:00 20:00 304 320 624 5:00 22 19 41 17:00 151 155 306 20:00 21:00 220 208 428 5:15 19 33 52 17:15 147 148 295 21:00 22:00 150 166 316 5:30 27 38 65 17:30 119 136 255 22:00 23:00 109 110 219 5:45 37 51 88 17:45 131 137 268 23:0 0 00:00 50 66 116
6:00 30 35 65 18:00 124 134 258
6:15 35 50 85 18:15 122 155 277 NB SB EB WB TOTA L
6:30 48 58 106 18:30 105 116 221 00:00 to 12:00
6:45 76 71 147 18:45 77 96 173 2595 2704 5299
7:00 91 86 177 19:00 83 103 186 7:30 7:15 7:30
7:15 97 132 229 19:15 83 79 162 705 777 1479
7:30 160 224 384 19:30 75 79 154 0.835 0.867 0.870
7:45 170 207 377 19:45 63 59 122
8:00 211 214 425 20:00 59 53 112 12:00 to 00:00
8:15 164 129 293 20:15 61 50 111 4260 4408 8668
8:30 140 112 252 20:30 57 61 118 15:30 16:30 16:15
8:45 105 95 200 20:45 43 44 87 612 601 1179
9:00 87 90 177 21:00 39 46 85 0.884 0.951 0.963
9:15 83 91 174 21:15 48 56 104
9:30 90 91 181 21:30 32 38 70 07:00 to 09:00
9:45 82 81 163 21:45 31 26 57 1138 1199 2337
10:00 83 70 153 22:00 35 27 62 7:30 7:15 7:30
10:15 64 95 159 22:15 18 35 53 705 777 1479
10:30 77 77 154 22:30 39 26 65 0.835 0.867 0.870
10:45 94 88 182 22:45 17 22 39
11:00 75 63 138 23:00 17 21 38 16:00 to 18:00
11:15 92 73 165 23:15 91 8 27 1118 1140 2258
11:30 106 98 204 23:30 13 11 24 16:15 16:30 16:15
11:45 87 105 192 23:45 11 16 27 581 601 1179
TOTALS 0 0 2595 2704 5299 TOTALS 0 0 4260 4408 8668 0.949 0.951 0.963 SPLIT % 0% 0% 49% 51% 38% SPLIT % 0% 0% 49% 51% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Crescent Ave Bet SR 39/Beach Blvd & Knott Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_018
NB SB EB WB Total
0 0 6,573 5,315 11,888

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 13 14 27 12:00 77 73 150 00:00 01:00 46 24 70
0:15 15 5 20 12:15 72 60 132 01:00 02:00 25 18 43
0:30 12 1 13 12:30 82 81 163 02:00 03:00 13 11 24
0:45 64 10 12:45 79 79 158 03:00 04:00 21 12 33
1:00 10 9 19 13:00 88 69 157 04:00 05:00 47 58 105
1:15 44 8 13:15 89 59 148 05:00 06:00 106 109 215
1:30 62 8 13:30 78 75 153 06:00 07:00 221 165 386
1:45 53 8 13:45 90 92 182 07:00 08:00 671 379 1050
2:00 14 5 14:00 83 98 181 08:00 09:00 606 326 932
2:15 31 4 14:15 101 89 190 09:00 10:00 328 223 551
2:30 63 9 14:30 107 102 209 10:00 11:00 305 257 562
2:45 33 6 14:45 116 112 228 11:00 12:00 280 280 560
3:00 41 5 15:00 128 120 248 12:00 13:00 310 293 603
3:15 64 10 15:15 145 114 259 13:00 14:00 345 295 640
3:30 63 9 15:30 137 98 235 14:00 15:00 407 401 808
3:45 54 9 15:45 138 108 246 15:00 16:00 548 440 988
4:00 86 14 16:00 140 98 238 16:00 17:00 538 392 930
4:15 10 6 16 16:15 137 100 237 17:00 18:00 561 508 1069 4:30 15 21 36 16:30 133 96 229 18:00 19:00 385 411 796
4:45 14 25 39 16:45 128 98 226 19:00 20:00 270 260 530
5:00 12 14 26 17:00 144 132 276 20:00 21:00 218 191 409 5:15 22 32 54 17:15 155 125 280 21:00 22:00 147 133 280 5:30 28 27 55 17:30 136 126 262 22:00 23:00 114 77 191
5:45 44 36 80 17:45 126 125 251 23:0 0 00:00 61 52 113
6:00 35 23 58 18:00 126 127 253
6:15 46 40 86 18:15 87 101 188 NB SB EB WB TOTA L
6:30 66 48 114 18:30 99 94 193 00:00 to 12:00
6:45 74 54 128 18:45 73 89 162 2669 1862 4531
7:00 113 58 171 19:00 77 74 151 7:30 7:15 7:30
7:15 142 86 228 19:15 82 66 148 744 429 1172
7:30 199 115 314 19:30 55 61 116 0.857 0.894 0.869
7:45 217 120 337 19:45 56 59 115
8:00 151 108 259 20:00 63 47 110 12:00 to 00:00
8:15 177 85 262 20:15 51 48 99 3904 3453 7357
8:30 146 68 214 20:30 59 53 112 16:45 17:00 17:00
8:45 132 65 197 20:45 45 43 88 563 508 1069
9:00 95 53 148 21:00 38 49 87 0.908 0.962 0.954
9:15 94 56 150 21:15 43 35 78
9:30 82 51 133 21:30 40 23 63 07:00 to 09:00
9:45 57 63 120 21:45 26 26 52 1277 705 1982
10:00 91 64 155 22:00 42 19 61 7:30 7:15 7:30
10:15 74 54 128 22:15 30 18 48 744 429 1172
10:30 62 67 129 22:30 26 22 48 0.857 0.894 0.869
10:45 78 72 150 22:45 16 18 34
11:00 68 77 145 23:00 20 13 33 16:00 to 18:00
11:15 72 59 131 23:15 10 16 26 1099 900 1999
11:30 73 66 139 23:30 16 14 30 16:45 17:00 17:00
11:45 67 78 145 23:45 15 9 24 563 508 1069
TOTALS 0 0 2669 1862 4531 TOTALS 0 0 3904 3453 7357 0.908 0.962 0.954 SPLIT % 0% 0% 59% 41% 38% SPLIT % 0% 0% 53% 47% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Crescent Ave Bet SR 39/Beach Blvd & Dale St
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_017
NB SB EB WB Total
0 0 5,392 4,749 10,141

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 10 10 20 12:00 67 72 139 00:00 01:00 38 19 57
0:15 13 5 18 12:15 55 58 113 01:00 02:00 17 19 36
0:30 83 11 12:30 67 63 130 02:00 03:00 15 11 26
0:45 71 8 12:45 71 68 139 03:00 04:00 19 7 26
1:00 38 11 13:00 75 64 139 04:00 05:00 33 40 73
1:15 44 8 13:15 74 62 136 05:00 06:00 88 77 165
1:30 63 9 13:30 65 67 132 06:00 07:00 162 117 279
1:45 44 8 13:45 81 79 160 07:00 08:00 530 317 847
2:00 03 3 14:00 73 84 157 08:00 09:00 485 284 769
2:15 41 5 14:15 84 71 155 09:00 10:00 276 196 472
2:30 73 10 14:30 102 92 194 10:00 11:00 260 227 487
2:45 44 8 14:45 85 102 187 11:00 12:00 233 258 491
3:00 40 4 15:00 98 104 202 12:00 13:00 260 261 521
3:15 32 5 15:15 120 107 227 13:00 14:00 295 272 567
3:30 73 10 15:30 115 90 205 14:00 15:00 344 349 693
3:45 52 7 15:45 111 97 208 15:00 16:00 444 398 842
4:00 45 9 16:00 103 89 192 16:00 17:00 431 400 831
4:15 94 13 16:15 109 100 209 17:00 18:00 431 474 905
4:30 11 17 28 16:30 117 104 221 18:00 19:00 311 374 685 4:45 91 4 23 16:45 102 107 209 19:00 20:00 227 256 483
5:00 97 16 17:00 112 121 233 20:00 21:00 203 168 371
5:15 23 28 51 17:15 109 119 228 21:00 22:00 141 119 260 5:30 24 19 43 17:30 98 128 226 22:00 23:00 97 65 162
5:45 32 23 55 17:45 112 106 218 23:0 0 00:00 52 41 93
6:00 24 25 49 18:00 103 122 225
6:15 34 28 62 18:15 77 86 163 NB SB EB WB TOTA L
6:30 55 27 82 18:30 76 82 158 00:00 to 12:00
6:45 49 37 86 18:45 55 84 139 2156 1572 3728
7:00 86 44 130 19:00 65 75 140 7:30 7:15 7:30
7:15 109 77 186 19:15 64 66 130 591 372 958
7:30 153 100 253 19:30 51 60 111 0.812 0.930 0.862
7:45 182 96 278 19:45 47 55 102
8:00 120 99 219 20:00 60 39 99 12:00 to 00:00
8:15 136 72 208 20:15 46 45 91 3236 3177 6413
8:30 120 51 171 20:30 57 53 110 15:15 16:45 17:00
8:45 109 62 171 20:45 40 31 71 449 475 905
9:00 90 45 135 21:00 36 40 76 0.935 0.928 0.971
9:15 63 45 108 21:15 48 26 74
9:30 61 47 108 21:30 34 30 64 07:00 to 09:00
9:45 62 59 121 21:45 23 23 46 1015 601 1616
10:00 68 53 121 22:00 34 21 55 7:30 7:15 7:30
10:15 66 54 120 22:15 30 19 49 591 372 958
10:30 64 65 129 22:30 14 15 29 0.812 0.930 0.862
10:45 62 55 117 22:45 19 10 29
11:00 56 74 130 23:00 18 8 26 16:00 to 18:00
11:15 57 55 112 23:15 10 14 24 862 874 1736
11:30 56 61 117 23:30 11 10 21 16:15 16:45 17:00
11:45 64 68 132 23:45 13 9 22 440 475 905
TOTALS 0 0 2156 1572 3728 TOTALS 0 0 3236 3177 6413 0.940 0.928 0.971 SPLIT % 0% 0% 58% 42% 37% SPLIT % 0% 0% 50% 50% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Crescent Ave Bet Dale St & Colorado St
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_022
NB SB EB WB Total
6,314 5,913 0 0 12,227

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 98 17 12:00 99 91 190 00:00 01:00 22 36 58
0:15 41 0 14 12:15 86 100 186 01:00 02:00 14 13 27
0:30 61 0 16 12:30 105 107 212 02:00 03:00 18 12 30
0:45 38 11 12:45 101 101 202 03:00 04:00 17 17 34
1:00 53 8 13:00 81 85 166 04:00 05:00 44 27 71
1:15 43 7 13:15 100 77 177 05:00 06:00 126 86 212
1:30 44 8 13:30 104 91 195 06:00 07:00 220 176 396
1:45 13 4 13:45 117 106 223 07:00 08:00 438 287 725
2:00 13 4 14:00 91 113 204 08:00 09:00 399 291 690
2:15 75 12 14:15 105 107 212 09:00 10:00 246 256 502
2:30 62 8 14:30 121 121 242 10:00 11:00 311 249 560
2:45 42 6 14:45 137 109 246 11:00 12:00 336 292 628
3:00 55 10 15:00 120 113 233 12:00 13:00 391 399 790
3:15 34 7 15:15 114 117 231 13:00 14:00 402 359 761
3:30 43 7 15:30 113 93 206 14:00 15:00 454 450 904
3:45 55 10 15:45 147 119 266 15:00 16:00 494 442 936
4:00 63 9 16:00 139 119 258 16:00 17:00 534 509 1043
4:15 44 8 16:15 118 122 240 17:00 18:00 503 488 991
4:30 13 5 18 16:30 151 134 285 18:00 19:00 455 496 951
4:45 21 15 36 16:45 126 134 260 19:00 20:00 311 383 694 5:00 21 16 37 17:00 104 101 205 20:00 21:00 244 270 514 5:15 32 21 53 17:15 139 125 264 21:00 22:00 200 191 391 5:30 40 29 69 17:30 125 142 267 22:00 23:00 98 118 216
5:45 33 20 53 17:45 135 120 255 23:0 0 00:00 37 66 103
6:00 47 28 75 18:00 135 140 275
6:15 53 44 97 18:15 103 122 225 NB SB EB WB TOTA L
6:30 48 35 83 18:30 101 132 233 00:00 to 12:00
6:45 72 69 141 18:45 116 102 218 2191 1742 3933
7:00 75 54 129 19:00 88 123 211 7:30 7:30 7:30
7:15 93 61 154 19:15 74 91 165 484 340 824
7:30 118 76 194 19:30 83 104 187 0.796 0.859 0.831
7:45 152 96 248 19:45 66 65 131
8:00 110 99 209 20:00 76 72 148 12:00 to 00:00
8:15 104 69 173 20:15 59 83 142 4123 4171 8294
8:30 95 57 152 20:30 60 57 117 15:45 17:15 17:15
8:45 90 66 156 20:45 49 58 107 555 527 1061
9:00 56 62 118 21:00 59 63 122 0.919 0.928 0.965
9:15 60 65 125 21:15 63 39 102
9:30 69 67 136 21:30 38 49 87 07:00 to 09:00
9:45 61 62 123 21:45 40 40 80 837 578 1415
10:00 61 51 112 22:00 33 37 70 7:30 7:30 7:30
10:15 74 52 126 22:15 30 35 65 484 340 824
10:30 86 60 146 22:30 18 24 42 0.796 0.859 0.831
10:45 90 86 176 22:45 17 22 39
11:00 73 77 150 23:00 17 22 39 16:00 to 18:00
11:15 78 66 144 23:15 72 4 31 1037 997 2034
11:30 91 73 164 23:30 87 15 16:00 16:00 16:00
11:45 94 76 170 23:45 51 3 18 534 509 1043
TOTALS 2191 1742 0 0 3933 TOTALS 4123 4171 0 0 8294 0.884 0.950 0.915 SPLIT % 56% 44% 0% 0% 32% SPLIT % 50% 50% 0% 0% 68%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale St Bet La Palma Ave & Crescent Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_023
NB SB EB WB Total
2,549 2,666 0 0 5,215

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 44 8 12:00 41 25 66 00:00 01:00 15 14 29
0:15 48 12 12:15 33 38 71 01:00 02:00 83 11
0:30 40 4 12:30 36 25 61 02:00 03:00 64 10
0:45 32 5 12:45 35 42 77 03:00 04:00 64 10
1:00 40 4 13:00 31 40 71 04:00 05:00 82 4 32
1:15 11 2 13:15 34 42 76 05:00 06:00 10 56 66
1:30 21 3 13:30 43 32 75 06:00 07:00 39 118 157
1:45 11 2 13:45 49 41 90 07:00 08:00 84 229 313
2:00 21 3 14:00 31 31 62 08:00 09:00 89 168 257
2:15 30 3 14:15 51 56 107 09:00 10:00 91 145 236
2:30 02 2 14:30 49 52 101 10:00 11:00 93 125 218
2:45 11 2 14:45 49 48 97 11:00 12:00 124 134 258
3:00 01 1 15:00 43 45 88 12:00 13:00 145 130 275
3:15 42 6 15:15 50 42 92 13:00 14:00 157 155 312
3:30 00 0 15:30 58 31 89 14:00 15:00 180 187 367
3:45 21 3 15:45 54 44 98 15:00 16:00 205 162 367
4:00 24 6 16:00 61 38 99 16:00 17:00 235 186 421
4:15 34 7 16:15 50 43 93 17:00 18:00 267 202 469
4:30 26 8 16:30 63 62 125 18:00 19:00 276 197 473
4:45 11 0 11 16:45 61 43 104 19:00 20:00 183 132 315
5:00 41 1 15 17:00 50 47 97 20:00 21:00 124 113 237
5:15 31 3 16 17:15 71 43 114 21:00 22:00 118 105 223
5:30 21 4 16 17:30 68 61 129 22:00 23:00 59 56 115
5:45 11 8 19 17:45 78 51 129 23:0 0 00:00 27 17 44
6:00 71 6 23 18:00 61 59 120
6:15 13 26 39 18:15 75 55 130 NB SB EB WB TOTA L
6:30 84 0 48 18:30 70 49 119 00:00 to 12:00
6:45 11 36 47 18:45 70 34 104 573 1024 1597
7:00 17 47 64 19:00 52 47 99 11:00 7:15 7:15
7:15 23 53 76 19:15 50 31 81 124 246 331
7:30 17 62 79 19:30 44 25 69 0.912 0.918 0.880
7:45 27 67 94 19:45 37 29 66
8:00 18 64 82 20:00 47 28 75 12:00 to 00:00
8:15 22 34 56 20:15 23 42 65 1976 1642 3618
8:30 30 33 63 20:30 26 25 51 17:45 17:30 17:30
8:45 19 37 56 20:45 28 18 46 284 226 508
9:00 16 29 45 21:00 40 25 65 0.910 0.926 0.977
9:15 23 35 58 21:15 29 30 59
9:30 31 52 83 21:30 23 15 38 07:00 to 09:00
9:45 21 29 50 21:45 26 35 61 173 397 570
10:00 17 24 41 22:00 17 20 37 7:45 7:15 7:15
10:15 18 27 45 22:15 24 22 46 97 246 331
10:30 27 30 57 22:30 10 11 21 0.808 0.918 0.880
10:45 31 44 75 22:45 83 11
11:00 24 51 75 23:00 10 6 16 16:00 to 18:00
11:15 34 28 62 23:15 78 15 502 388 890
11:30 33 24 57 23:30 41 5 17:00 17:00 17:00
11:45 33 31 64 23:45 62 8 267 202 469
TOTALS 573 1024 0 0 1597 TOTALS 1976 1642 0 0 3618 0.856 0.828 0.909 SPLIT % 36% 64% 0% 0% 31% SPLIT % 55% 45% 0% 0% 69%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale St Bet La Palma Ave & Artesia Fwy/SR 91
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_024
NB SB EB WB Total
2,999 3,674 0 0 6,673

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 50 5 12:00 36 38 74 00:00 01:00 11 12 23
0:15 05 5 12:15 30 39 69 01:00 02:00 98 17
0:30 54 9 12:30 43 48 91 02:00 03:00 12 9 21
0:45 13 4 12:45 28 44 72 03:00 04:00 11 15 26
1:00 22 4 13:00 29 47 76 04:00 05:00 12 28 40
1:15 33 6 13:15 37 40 77 05:00 06:00 36 66 102
1:30 22 4 13:30 44 51 95 06:00 07:00 57 161 218
1:45 21 3 13:45 50 60 110 07:00 08:00 187 526 713
2:00 35 8 14:00 26 70 96 08:00 09:00 240 349 589
2:15 51 6 14:15 64 80 144 09:00 10:00 113 195 308
2:30 23 5 14:30 81 76 157 10:00 11:00 125 190 315
2:45 20 2 14:45 86 61 147 11:00 12:00 117 188 305
3:00 62 8 15:00 56 53 109 12:00 13:00 137 169 306
3:15 03 3 15:15 54 78 132 13:00 14:00 160 198 358
3:30 25 7 15:30 67 83 150 14:00 15:00 257 287 544
3:45 35 8 15:45 89 68 157 15:00 16:00 266 282 548
4:00 28 10 16:00 83 74 157 16:00 17:00 321 262 583
4:15 15 6 16:15 84 60 144 17:00 18:00 393 243 636
4:30 49 13 16:30 70 63 133 18:00 19:00 191 180 371
4:45 56 11 16:45 84 65 149 19:00 20:00 126 128 254
5:00 69 15 17:00 127 73 200 20:00 21:00 79 72 151
5:15 81 0 18 17:15 121 62 183 21:00 22:00 71 47 118
5:30 72 4 31 17:30 77 56 133 22:00 23:00 49 39 88
5:45 15 23 38 17:45 68 52 120 23:0 0 00:00 19 20 39
6:00 12 31 43 18:00 60 49 109
6:15 12 33 45 18:15 54 40 94 NB SB EB WB TOTA L
6:30 13 44 57 18:30 39 43 82 00:00 to 12:00
6:45 20 53 73 18:45 38 48 86 930 1747 2677
7:00 19 93 112 19:00 47 46 93 7:30 7:00 7:30
7:15 34 109 143 19:15 29 19 48 292 526 811
7:30 51 142 193 19:30 26 35 61 0.737 0.723 0.765
7:45 83 182 265 19:45 24 28 52
8:00 99 87 186 20:00 20 20 40 12:00 to 00:00
8:15 59 108 167 20:15 19 26 45 2069 1927 3996
8:30 47 89 136 20:30 22 13 35 16:45 15:15 16:30
8:45 35 65 100 20:45 18 13 31 409 303 665
9:00 26 41 67 21:00 21 15 36 0.805 0.913 0.831
9:15 30 51 81 21:15 15 14 29
9:30 27 51 78 21:30 16 10 26 07:00 to 09:00
9:45 30 52 82 21:45 19 8 27 427 875 1302
10:00 33 49 82 22:00 18 13 31 7:30 7:00 7:30
10:15 20 55 75 22:15 16 9 25 292 526 811
10:30 30 39 69 22:30 76 13 0.737 0.723 0.765
10:45 42 47 89 22:45 81 1 19
11:00 30 42 72 23:00 58 13 16:00 to 18:00
11:15 18 32 50 23:15 56 11 714 505 1219
11:30 32 51 83 23:30 22 4 16:45 16:30 16:30
11:45 37 63 100 23:45 74 11 409 263 665
TOTALS 930 1747 0 0 2677 TOTALS 2069 1927 0 0 3996 0.805 0.901 0.831 SPLIT % 35% 65% 0% 0% 40% SPLIT % 52% 48% 0% 0% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale St Bet Auto Center Dr & Commonwealth Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_025
NB SB EB WB Total
5,585 5,722 0 0 11,307

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 67 13 12:00 87 63 150 00:00 01:00 24 23 47
0:15 76 13 12:15 63 62 125 01:00 02:00 14 19 33
0:30 58 13 12:30 67 69 136 02:00 03:00 99 18
0:45 62 8 12:45 97 75 172 03:00 04:00 12 18 30
1:00 62 8 13:00 72 57 129 04:00 05:00 24 34 58
1:15 28 10 13:15 67 79 146 05:00 06:00 87 106 193
1:30 26 8 13:30 81 75 156 06:00 07:00 156 233 389
1:45 43 7 13:45 80 79 159 07:00 08:00 358 555 913
2:00 53 8 14:00 89 86 175 08:00 09:00 382 643 1025
2:15 00 0 14:15 98 92 190 09:00 10:00 249 349 598
2:30 43 7 14:30 117 110 227 10:00 11:00 210 297 507
2:45 03 3 14:45 91 104 195 11:00 12:00 283 325 608
3:00 23 5 15:00 123 100 223 12:00 13:00 314 269 583
3:15 15 6 15:15 110 118 228 13:00 14:00 300 290 590
3:30 34 7 15:30 116 129 245 14:00 15:00 395 392 787
3:45 66 12 15:45 139 109 248 15:00 16:00 488 456 944
4:00 25 7 16:00 140 99 239 16:00 17:00 590 428 1018
4:15 58 13 16:15 142 98 240 17:00 18:00 613 422 1035
4:30 85 13 16:30 165 118 283 18:00 19:00 387 317 704
4:45 91 6 25 16:45 143 113 256 19:00 20:00 244 189 433
5:00 14 13 27 17:00 182 110 292 20:00 21:00 176 138 314 5:15 15 21 36 17:15 164 108 272 21:00 22:00 139 100 239 5:30 28 29 57 17:30 138 98 236 22:00 23:00 98 75 173
5:45 30 43 73 17:45 129 106 235 23:0 0 00:00 33 35 68
6:00 22 43 65 18:00 110 97 207
6:15 35 36 71 18:15 93 98 191 NB SB EB WB TOTA L
6:30 45 67 112 18:30 98 62 160 00:00 to 12:00
6:45 54 87 141 18:45 86 60 146 1808 2611 4419
7:00 43 86 129 19:00 73 52 125 7:30 7:30 7:30
7:15 65 131 196 19:15 69 45 114 484 731 1215
7:30 146 157 303 19:30 57 48 105 0.829 0.883 0.929
7:45 104 181 285 19:45 45 44 89
8:00 120 207 327 20:00 47 38 85 12:00 to 00:00
8:15 114 186 300 20:15 46 42 88 3777 3111 6888
8:30 79 134 213 20:30 42 32 74 16:30 15:00 16:30
8:45 69 116 185 20:45 41 26 67 654 456 1103
9:00 56 90 146 21:00 36 29 65 0.898 0.884 0.944
9:15 70 79 149 21:15 37 28 65
9:30 72 98 170 21:30 40 23 63 07:00 to 09:00
9:45 51 82 133 21:45 26 20 46 740 1198 1938
10:00 63 78 141 22:00 19 24 43 7:30 7:30 7:30
10:15 52 77 129 22:15 29 15 44 484 731 1215
10:30 42 68 110 22:30 32 17 49 0.829 0.883 0.929
10:45 53 74 127 22:45 18 19 37
11:00 61 78 139 23:00 87 15 16:00 to 18:00
11:15 73 74 147 23:15 81 2 20 1203 850 2053
11:30 69 78 147 23:30 13 9 22 16:30 16:30 16:30
11:45 80 95 175 23:45 47 11 654 449 1103
TOTALS 1808 2611 0 0 4419 TOTALS 3777 3111 0 0 6888 0.898 0.951 0.944 SPLIT % 41% 59% 0% 0% 39% SPLIT % 55% 45% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale St Bet Artesia Ave/Artesia Blvd & Commonwealth Ave 2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_026
NB SB EB WB Total
10,086 9,622 0 0 19,708

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 16 14 30 12:00 125 102 227 00:00 01:00 47 34 81
0:15 86 14 12:15 112 104 216 01:00 02:00 24 17 41
0:30 10 8 18 12:30 115 104 219 02:00 03:00 18 15 33
0:45 13 6 19 12:45 150 118 268 03:00 04:00 27 18 45
1:00 63 9 13:00 121 97 218 04:00 05:00 54 76 130
1:15 86 14 13:15 119 114 233 05:00 06:00 195 202 397
1:30 43 7 13:30 142 124 266 06:00 07:00 291 440 731
1:45 65 11 13:45 120 134 254 07:00 08:00 726 940 1666
2:00 53 8 14:00 143 134 277 08:00 09:00 676 1060 1736
2:15 13 4 14:15 181 134 315 09:00 10:00 430 641 1071
2:30 64 10 14:30 183 172 355 10:00 11:00 370 467 837
2:45 65 11 14:45 191 197 388 11:00 12:00 441 468 909
3:00 54 9 15:00 191 151 342 12:00 13:00 502 428 930
3:15 52 7 15:15 196 204 400 13:00 14:00 502 469 971
3:30 74 11 15:30 209 186 395 14:00 15:00 698 637 1335
3:45 10 8 18 15:45 225 195 420 15:00 16:00 821 736 1557 4:00 41 1 15 16:00 231 205 436 16:00 17:00 1005 769 1774 4:15 81 8 26 16:15 239 192 431 17:00 18:00 1056 755 1811 4:30 12 17 29 16:30 270 188 458 18:00 19:00 812 531 1343 4:45 30 30 60 16:45 265 184 449 19:00 20:00 499 334 833 5:00 19 31 50 17:00 287 214 501 20:00 21:00 334 233 567 5:15 38 51 89 17:15 277 198 475 21:00 22:00 287 161 448 5:30 70 51 121 17:30 248 191 439 22:00 23:00 183 130 313 5:45 68 69 137 17:45 244 152 396 23:0 0 00:00 88 61 149 6:00 35 79 114 18:00 242 162 404
6:15 57 82 139 18:15 222 154 376 NB SB EB WB TOTA L
6:30 92 126 218 18:30 187 117 304 00:00 to 12:00
6:45 107 153 260 18:45 161 98 259 3299 4378 7677
7:00 112 158 270 19:00 151 80 231 7:30 7:45 7:30
7:15 144 218 362 19:15 134 100 234 854 1161 2001
7:30 243 268 511 19:30 118 71 189 0.879 0.945 0.957
7:45 227 296 523 19:45 96 83 179
8:00 210 307 517 20:00 92 62 154 12:00 to 00:00
8:15 174 276 450 20:15 89 66 155 6787 5244 12031
8:30 152 282 434 20:30 73 64 137 16:30 15:15 16:30
8:45 140 195 335 20:45 80 41 121 1099 790 1883
9:00 115 177 292 21:00 85 48 133 0.957 0.963 0.940
9:15 113 153 266 21:15 73 42 115
9:30 103 163 266 21:30 66 30 96 07:00 to 09:00
9:45 99 148 247 21:45 63 41 104 1402 2000 3402
10:00 98 119 217 22:00 40 43 83 7:30 7:45 7:30
10:15 93 129 222 22:15 61 32 93 854 1161 2001
10:30 78 101 179 22:30 47 26 73 0.879 0.945 0.957
10:45 101 118 219 22:45 35 29 64
11:00 91 101 192 23:00 24 18 42 16:00 to 18:00
11:15 91 101 192 23:15 30 21 51 2061 1524 3585
11:30 125 117 242 23:30 21 10 31 16:30 16:45 16:30
11:45 134 149 283 23:45 13 12 25 1099 787 1883
TOTALS 3299 4378 0 0 7677 TOTALS 6787 5244 0 0 12031 0.957 0.919 0.940 SPLIT % 43% 57% 0% 0% 39% SPLIT % 56% 44% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale St Bet Artesia Ave/Artesia Blvd & Malvern Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_027
NB SB EB WB Total
369 395 0 0 764

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 12 3 12:00 57 12 00:00 01:00 48 12
0:15 12 3 12:15 44 8 01:00 02:00 86 14
0:30 03 3 12:30 57 12 02:00 03:00 30 3
0:45 21 3 12:45 63 9 03:00 04:00 51 6 21
1:00 12 3 13:00 46 10 04:00 05:00 30 14 44
1:15 30 3 13:15 59 14 05:00 06:00 13 30 43
1:30 22 4 13:30 48 12 06:00 07:00 17 21 38
1:45 22 4 13:45 11 9 20 07:00 08:00 10 19 29
2:00 10 1 14:00 87 15 08:00 09:00 15 24 39
2:15 00 0 14:15 91 0 19 09:00 10:00 15 18 33
2:30 10 1 14:30 18 8 26 10:00 11:00 14 27 41
2:45 10 1 14:45 34 7 11:00 12:00 23 17 40
3:00 22 4 15:00 34 7 12:00 13:00 20 21 41
3:15 22 4 15:15 96 15 13:00 14:00 24 32 56
3:30 15 6 15:30 98 17 14:00 15:00 38 29 67
3:45 07 7 15:45 48 12 15:00 16:00 25 26 51
4:00 50 5 16:00 44 8 16:00 17:00 33 9 42
4:15 62 8 16:15 61 7 17:00 18:00 16 17 33
4:30 10 7 17 16:30 15 2 17 18:00 19:00 15 14 29
4:45 95 14 16:45 82 10 19:00 20:00 99 18
5:00 42 6 17:00 54 9 20:00 21:00 69 15
5:15 21 0 12 17:15 55 10 21:00 22:00 66 12
5:30 11 0 11 17:30 53 8 22:00 23:00 48 12
5:45 68 14 17:45 15 6 23:0 0 00:00 16 15 31
6:00 74 11 18:00 51 0 15
6:15 47 11 18:15 40 4 NB SB EB WB TOTA L
6:30 36 9 18:30 53 8 00:00 to 12:00
6:45 34 7 18:45 11 2 157 200 357
7:00 15 6 19:00 33 6 4:00 5:15 4:30
7:15 63 9 19:15 13 4 30 32 49
7:30 24 6 19:30 21 3 0.750 0.800 0.721
7:45 17 8 19:45 32 5
8:00 35 8 20:00 02 2 12:00 to 00:00
8:15 26 8 20:15 21 3 212 195 407
8:30 55 10 20:30 34 7 13:45 13:30 13:45
8:45 58 13 20:45 12 3 46 34 80
9:00 53 8 21:00 21 3 0.639 0.850 0.769
9:15 35 8 21:15 22 4
9:30 44 8 21:30 20 2 07:00 to 09:00
9:45 36 9 21:45 03 3 25 43 68
10:00 36 9 22:00 01 1 8:00 8:00 8:00
10:15 61 3 19 22:15 01 1 15 24 39
10:30 43 7 22:30 24 6 0.750 0.750 0.750
10:45 15 6 22:45 22 4
11:00 53 8 23:00 78 15 16:00 to 18:00
11:15 44 8 23:15 30 3 49 26 75
11:30 54 9 23:30 42 6 16:15 17:00 16:30
11:45 96 15 23:45 25 7 34 17 46
TOTALS 157 200 0 0 357 TOTALS 212 195 0 0 407 0.567 0.850 0.676 SPLIT % 44% 56% 0% 0% 47% SPLIT % 52% 48% 0% 0% 53%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Descanso Ave Bet Altura Blvd & Caballero Blvd
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 5
10 15
20 25
30 35
40 00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_028
NB SB EB WB Total
0 0 447 452 899

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 00 0 12:00 18 7 25 00:00 01:00 00 0
0:15 00 0 12:15 91 1 20 01:00 02:00 04 4
0:30 00 0 12:30 12 12 24 02:00 03:00 74 11
0:45 00 0 12:45 14 11 25 03:00 04:00 04 4
1:00 00 0 13:00 16 11 27 04:00 05:00 49 13
1:15 01 1 13:15 79 16 05:00 06:00 72 9 36
1:30 00 0 13:30 10 7 17 06:00 07:00 10 44 54
1:45 03 3 13:45 10 8 18 07:00 08:00 11 48 59
2:00 00 0 14:00 88 16 08:00 09:00 19 38 57
2:15 01 1 14:15 89 17 09:00 10:00 28 38 66
2:30 32 5 14:30 21 5 26 10:00 11:00 36 39 75
2:45 41 5 14:45 84 12 11:00 12:00 36 39 75
3:00 00 0 15:00 11 7 18 12:00 13:00 53 41 94
3:15 00 0 15:15 10 9 19 13:00 14:00 43 35 78
3:30 00 0 15:30 13 5 18 14:00 15:00 45 26 71
3:45 04 4 15:45 15 4 19 15:00 16:00 49 25 74
4:00 01 1 16:00 28 3 31 16:00 17:00 53 12 65
4:15 12 3 16:15 11 5 16 17:00 18:00 20 5 25
4:30 12 3 16:30 43 7 18:00 19:00 15 6 21
4:45 24 6 16:45 10 1 11 19:00 20:00 41 5
5:00 25 7 17:00 65 11 20:00 21:00 12 3
5:15 15 6 17:15 40 4 21:00 22:00 11 2
5:30 11 0 11 17:30 70 7 22:00 23:00 52 7
5:45 39 12 17:45 30 3 23:0 0 00:00 00 0
6:00 11 0 11 18:00 42 6
6:15 41 0 14 18:15 52 7 NB SB EB WB TOTA L
6:30 49 13 18:30 21 3 00:00 to 12:00
6:45 11 5 16 18:45 41 5 158 296 454
7:00 11 4 15 19:00 00 0 10:15 6:30 10:15
7:15 41 7 21 19:15 40 4 46 55 86
7:30 35 8 19:30 00 0 0.719 0.809 0.768
7:45 31 2 15 19:45 01 1
8:00 88 16 20:00 00 0 12:00 to 00:00
8:15 38 11 20:15 00 0 289 156 445
8:30 48 12 20:30 02 2 15:30 12:15 12:15
8:45 41 4 18 20:45 10 1 67 45 96
9:00 49 13 21:00 11 2 0.598 0.938 0.889
9:15 76 13 21:15 00 0
9:30 71 2 19 21:30 00 0 07:00 to 09:00
9:45 10 11 21 21:45 00 0 30 86 116
10:00 61 1 17 22:00 00 0 8:00 7:00 7:15
10:15 14 13 27 22:15 11 2 19 48 60
10:30 78 15 22:30 20 2 0.594 0.706 0.714
10:45 97 16 22:45 21 3
11:00 16 12 28 23:00 00 0 16:00 to 18:00
11:15 64 10 23:15 00 0 73 17 90
11:30 78 15 23:30 00 0 16:00 16:15 16:00
11:45 71 5 22 23:45 00 0 53 14 65
TOTALS 0 0 158 296 454 TOTALS 0 0 289 156 445 0.473 0.700 0.524 SPLIT % 0% 0% 35% 65% 51% SPLIT % 0% 0% 65% 35% 49%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
8th St Bet Cul‐de‐Sac/Consolidated Electrical Distributors Dwy & Knott Ave 2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 10
20 30
40 50
60 00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_029
NB SB EB WB Total
0 0 975 1,068 2,043

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 43 7 12:00 14 15 29 00:00 01:00 83 11
0:15 10 1 12:15 11 15 26 01:00 02:00 52 7
0:30 30 3 12:30 21 14 35 02:00 03:00 63 9
0:45 00 0 12:45 13 15 28 03:00 04:00 37 10
1:00 11 2 13:00 18 12 30 04:00 05:00 41 7 21
1:15 30 3 13:15 12 12 24 05:00 06:00 14 33 47
1:30 11 2 13:30 12 17 29 06:00 07:00 21 35 56
1:45 00 0 13:45 21 10 31 07:00 08:00 72 135 207
2:00 33 6 14:00 17 10 27 08:00 09:00 60 92 152
2:15 20 2 14:15 23 13 36 09:00 10:00 32 53 85
2:30 00 0 14:30 29 51 80 10:00 11:00 42 34 76
2:45 10 1 14:45 20 19 39 11:00 12:00 40 46 86
3:00 21 3 15:00 16 29 45 12:00 13:00 59 59 118
3:15 00 0 15:15 17 24 41 13:00 14:00 63 51 114
3:30 12 3 15:30 13 14 27 14:00 15:00 89 93 182
3:45 04 4 15:45 17 10 27 15:00 16:00 63 77 140
4:00 12 3 16:00 18 17 35 16:00 17:00 80 73 153
4:15 23 5 16:15 16 22 38 17:00 18:00 92 74 166
4:30 14 5 16:30 19 12 31 18:00 19:00 67 54 121
4:45 08 8 16:45 27 22 49 19:00 20:00 47 38 85
5:00 04 4 17:00 25 16 41 20:00 21:00 45 57 102
5:15 27 9 17:15 20 19 39 21:00 22:00 26 18 44
5:30 54 9 17:30 19 14 33 22:00 23:00 27 11 38
5:45 71 8 25 17:45 28 25 53 23:0 0 00:00 10 3 13
6:00 39 12 18:00 15 21 36
6:15 55 10 18:15 24 12 36 NB SB EB WB TOTA L
6:30 51 1 16 18:30 17 14 31 00:00 to 12:00
6:45 81 0 18 18:45 11 7 18 307 460 767
7:00 21 2 14 19:00 91 6 25 7:30 7:15 7:30
7:15 82 6 34 19:15 53 8 100 161 260
7:30 33 32 65 19:30 14 12 26 0.758 0.619 0.691
7:45 29 65 94 19:45 19 7 26
8:00 21 38 59 20:00 61 9 25 12:00 to 00:00
8:15 17 25 42 20:15 12 9 21 668 608 1276
8:30 11 13 24 20:30 16 24 40 17:00 14:30 14:30
8:45 11 16 27 20:45 11 5 16 92 123 205
9:00 61 4 20 21:00 65 11 0.821 0.603 0.641
9:15 98 17 21:15 93 12
9:30 61 7 23 21:30 55 10 07:00 to 09:00
9:45 11 14 25 21:45 65 11 132 227 359
10:00 10 8 18 22:00 12 6 18 7:30 7:15 7:30
10:15 61 4 20 22:15 62 8 100 161 260
10:30 84 12 22:30 50 5 0.758 0.619 0.691
10:45 18 8 26 22:45 43 7
11:00 16 11 27 23:00 12 3 16:00 to 18:00
11:15 41 0 14 23:15 10 1 172 147 319
11:30 11 5 16 23:30 61 7 17:00 17:00 17:00
11:45 92 0 29 23:45 20 2 92 74 166
TOTALS 0 0 307 460 767 TOTALS 0 0 668 608 1276 0.821 0.740 0.783 SPLIT % 0% 0% 40% 60% 38% SPLIT % 0% 0% 52% 48% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
8th St Bet Knott Ave & Western Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_030
NB SB EB WB Total
0 0 5,549 6,222 11,771

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 23 13 36 12:00 77 72 149 00:00 01:00 85 59 144
0:15 23 17 40 12:15 64 91 155 01:00 02:00 59 51 110
0:30 22 15 37 12:30 66 83 149 02:00 03:00 57 76 133
0:45 17 14 31 12:45 75 84 159 03:00 04:00 141 150 291
1:00 14 11 25 13:00 89 89 178 04:00 05:00 126 293 419
1:15 20 7 27 13:15 79 87 166 05:00 06:00 201 355 556
1:30 13 12 25 13:30 130 88 218 06:00 07:00 290 334 624
1:45 12 21 33 13:45 103 103 206 07:00 08:00 288 378 666 2:00 18 9 27 14:00 83 83 166 08:00 09:00 292 370 662
2:15 31 6 19 14:15 75 72 147 09:00 10:00 309 243 552
2:30 14 19 33 14:30 137 65 202 10:00 11:00 272 263 535
2:45 22 32 54 14:45 87 106 193 11:00 12:00 251 251 502
3:00 20 13 33 15:00 99 85 184 12:00 13:00 282 330 612
3:15 43 28 71 15:15 109 86 195 13:00 14:00 401 367 768
3:30 33 39 72 15:30 134 109 243 14:00 15:00 382 326 708 3:45 45 70 115 15:45 61 103 164 15:00 16:00 403 383 786 4:00 28 35 63 16:00 103 92 195 16:00 17:00 432 420 852
4:15 33 46 79 16:15 87 114 201 17:00 18:00 379 464 843
4:30 33 99 132 16:30 147 111 258 18:00 19:00 244 330 574 4:45 32 113 145 16:45 95 103 198 19:00 20:00 202 253 455 5:00 42 61 103 17:00 130 120 250 20:00 21:00 152 169 321 5:15 35 68 103 17:15 95 122 217 21:00 22:00 122 145 267 5:30 64 91 155 17:30 81 108 189 22:00 23:00 103 114 217 5:45 60 135 195 17:45 73 114 187 23:0 0 00:00 76 98 174 6:00 66 69 135 18:00 71 93 164
6:15 63 62 125 18:15 60 97 157 NB SB EB WB TOTA L
6:30 82 87 169 18:30 76 69 145 00:00 to 12:00
6:45 79 116 195 18:45 37 71 108 2371 2823 5194
7:00 73 73 146 19:00 59 62 121 8:30 7:30 7:30
7:15 63 74 137 19:15 56 62 118 337 433 720
7:30 78 90 168 19:30 52 63 115 0.810 0.768 0.837
7:45 74 141 215 19:45 35 66 101
8:00 70 106 176 20:00 38 45 83 12:00 to 00:00
8:15 65 96 161 20:15 33 43 76 3178 3399 6577
8:30 72 85 157 20:30 41 46 87 16:30 17:00 16:30
8:45 85 83 168 20:45 40 35 75 467 464 923
9:00 104 64 168 21:00 35 43 78 0.794 0.951 0.894
9:15 76 58 134 21:15 36 19 55
9:30 66 52 118 21:30 25 49 74 07:00 to 09:00
9:45 63 69 132 21:45 26 34 60 580 748 1328
10:00 65 69 134 22:00 26 36 62 8:00 7:30 7:30
10:15 69 73 142 22:15 23 30 53 292 433 720
10:30 61 62 123 22:30 36 27 63 0.859 0.768 0.837
10:45 77 59 136 22:45 18 21 39
11:00 60 57 117 23:00 19 23 42 16:00 to 18:00
11:15 54 64 118 23:15 19 26 45 811 884 1695
11:30 70 60 130 23:30 21 23 44 16:30 17:00 16:30
11:45 67 70 137 23:45 17 26 43 467 464 923
TOTALS 0 0 2371 2823 5194 TOTALS 0 0 3178 3399 6577 0.794 0.951 0.894 SPLIT % 0% 0% 46% 54% 44% SPLIT % 0% 0% 48% 52% 56%
Volume
Prepared by National Data & Surveying Services
VOLUME
Firestone Blvd Bet Artesia Blvd & Knott Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
500
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_031
NB SB EB WB Total
1,638 1,786 0 0 3,424

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 15 6 12:00 16 17 33 00:00 01:00 71 6 23
0:15 05 5 12:15 19 14 33 01:00 02:00 81 7 25
0:30 12 3 12:30 19 22 41 02:00 03:00 53 8
0:45 54 9 12:45 24 16 40 03:00 04:00 10 5 15
1:00 57 12 13:00 28 28 56 04:00 05:00 31 9 40
1:15 14 5 13:15 19 26 45 05:00 06:00 78 34 112
1:30 00 0 13:30 36 23 59 06:00 07:00 83 36 119
1:45 26 8 13:45 24 19 43 07:00 08:00 120 81 201
2:00 10 1 14:00 25 22 47 08:00 09:00 104 92 196
2:15 22 4 14:15 25 29 54 09:00 10:00 83 57 140
2:30 10 1 14:30 19 29 48 10:00 11:00 77 55 132
2:45 11 2 14:45 33 36 69 11:00 12:00 74 73 147
3:00 01 1 15:00 24 34 58 12:00 13:00 78 69 147
3:15 42 6 15:15 25 39 64 13:00 14:00 107 96 203
3:30 31 4 15:30 25 45 70 14:00 15:00 102 116 218
3:45 31 4 15:45 20 43 63 15:00 16:00 94 161 255
4:00 81 9 16:00 26 44 70 16:00 17:00 120 166 286
4:15 32 5 16:15 29 42 71 17:00 18:00 120 176 296
4:30 10 3 13 16:30 34 35 69 18:00 19:00 108 117 225
4:45 10 3 13 16:45 31 45 76 19:00 20:00 89 127 216
5:00 11 2 13 17:00 31 40 71 20:00 21:00 49 105 154
5:15 22 8 30 17:15 29 55 84 21:00 22:00 42 74 116
5:30 25 9 34 17:30 27 35 62 22:00 23:00 29 50 79
5:45 20 15 35 17:45 33 46 79 23:0 0 00:00 20 51 71
6:00 15 8 23 18:00 24 31 55
6:15 25 3 28 18:15 34 20 54 NB SB EB WB TOTA L
6:30 24 14 38 18:30 24 41 65 00:00 to 12:00
6:45 19 11 30 18:45 26 25 51 680 478 1158
7:00 25 18 43 19:00 23 26 49 7:00 7:30 7:30
7:15 29 11 40 19:15 25 35 60 120 107 224
7:30 29 27 56 19:30 17 37 54 0.811 0.922 0.903
7:45 37 25 62 19:45 24 29 53
8:00 22 29 51 20:00 15 22 37 12:00 to 00:00
8:15 29 26 55 20:15 92 6 35 958 1308 2266
8:30 30 18 48 20:30 12 29 41 16:15 17:00 16:30
8:45 23 19 42 20:45 13 28 41 125 176 300
9:00 21 15 36 21:00 10 20 30 0.919 0.800 0.893
9:15 24 16 40 21:15 13 24 37
9:30 20 11 31 21:30 81 4 22 07:00 to 09:00
9:45 18 15 33 21:45 11 16 27 224 173 397
10:00 21 12 33 22:00 92 4 33 7:00 7:30 7:30
10:15 20 13 33 22:15 91 4 23 120 107 224
10:30 13 16 29 22:30 86 14 0.811 0.922 0.903
10:45 23 14 37 22:45 36 9
11:00 12 19 31 23:00 92 0 29 16:00 to 18:00
11:15 24 17 41 23:15 71 0 17 240 342 582
11:30 15 18 33 23:30 31 0 13 16:15 17:00 16:30
11:45 23 19 42 23:45 11 1 12 125 176 300
TOTALS 680 478 0 0 1158 TOTALS 958 1308 0 0 2266 0.919 0.800 0.893 SPLIT % 59% 41% 0% 0% 34% SPLIT % 42% 58% 0% 0% 66%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Grand Ave Bet Lincoln Ave & Crescent Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 20
40 60
80 100
120
140
160
180
200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_032
NB SB EB WB Total
2,608 2,354 0 0 4,962

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 50 5 12:00 44 34 78 00:00 01:00 10 3 13
0:15 10 1 12:15 39 39 78 01:00 02:00 31 4
0:30 22 4 12:30 50 34 84 02:00 03:00 15 6
0:45 21 3 12:45 36 33 69 03:00 04:00 15 6
1:00 10 1 13:00 40 43 83 04:00 05:00 32 6 29
1:15 10 1 13:15 32 31 63 05:00 06:00 74 3 50
1:30 10 1 13:30 61 23 84 06:00 07:00 16 96 112
1:45 01 1 13:45 59 43 102 07:00 08:00 115 313 428
2:00 00 0 14:00 44 35 79 08:00 09:00 171 229 400
2:15 02 2 14:15 55 49 104 09:00 10:00 85 135 220
2:30 02 2 14:30 68 53 121 10:00 11:00 108 112 220
2:45 11 2 14:45 55 53 108 11:00 12:00 135 135 270
3:00 02 2 15:00 65 49 114 12:00 13:00 169 140 309
3:15 00 0 15:15 44 36 80 13:00 14:00 192 140 332
3:30 01 1 15:30 64 57 121 14:00 15:00 222 190 412
3:45 12 3 15:45 66 42 108 15:00 16:00 239 184 423
4:00 16 7 16:00 68 48 116 16:00 17:00 284 166 450
4:15 05 5 16:15 63 50 113 17:00 18:00 338 161 499
4:30 18 9 16:30 69 30 99 18:00 19:00 193 96 289
4:45 17 8 16:45 84 38 122 19:00 20:00 126 79 205
5:00 25 7 17:00 93 38 131 20:00 21:00 98 41 139
5:15 18 9 17:15 74 42 116 21:00 22:00 53 38 91
5:30 11 2 13 17:30 92 44 136 22:00 23:00 25 13 38
5:45 31 8 21 17:45 79 37 116 23:0 0 00:00 14 3 17
6:00 31 8 21 18:00 51 35 86
6:15 42 4 28 18:15 55 24 79 NB SB EB WB TOTA L
6:30 32 9 32 18:30 48 18 66 00:00 to 12:00
6:45 62 5 31 18:45 39 19 58 655 1103 1758
7:00 16 43 59 19:00 33 19 52 7:30 7:30 7:30
7:15 25 57 82 19:15 32 18 50 183 351 534
7:30 35 91 126 19:30 33 26 59 0.683 0.719 0.829
7:45 39 122 161 19:45 28 16 44
8:00 67 72 139 20:00 29 16 45 12:00 to 00:00
8:15 42 66 108 20:15 25 9 34 1953 1251 3204
8:30 28 48 76 20:30 20 6 26 16:45 14:15 16:45
8:45 34 43 77 20:45 24 10 34 343 204 505
9:00 24 33 57 21:00 17 18 35 0.922 0.962 0.928
9:15 27 41 68 21:15 14 8 22
9:30 15 34 49 21:30 85 13 07:00 to 09:00
9:45 19 27 46 21:45 14 7 21 286 542 828
10:00 24 27 51 22:00 83 11 7:30 7:30 7:30
10:15 24 28 52 22:15 43 7 183 351 534
10:30 23 24 47 22:30 73 10 0.683 0.719 0.829
10:45 37 33 70 22:45 64 10
11:00 30 32 62 23:00 31 4 16:00 to 18:00
11:15 26 39 65 23:15 41 5 622 327 949
11:30 35 36 71 23:30 41 5 16:45 16:00 16:45
11:45 44 28 72 23:45 30 3 343 166 505
TOTALS 655 1103 0 0 1758 TOTALS 1953 1251 0 0 3204 0.922 0.830 0.928 SPLIT % 37% 63% 0% 0% 35% SPLIT % 61% 39% 0% 0% 65%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Holder St Bet W Cerritos Ave & Myra Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_033
NB SB EB WB Total
2,478 2,207 0 0 4,685

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 40 4 12:00 34 33 67 00:00 01:00 95 14
0:15 11 2 12:15 35 33 68 01:00 02:00 20 2
0:30 23 5 12:30 50 26 76 02:00 03:00 04 4
0:45 21 3 12:45 35 32 67 03:00 04:00 33 6
1:00 10 1 13:00 36 41 77 04:00 05:00 81 1 19
1:15 10 1 13:15 26 28 54 05:00 06:00 18 25 43
1:30 00 0 13:30 55 25 80 06:00 07:00 35 58 93
1:45 00 0 13:45 55 37 92 07:00 08:00 151 229 380
2:00 00 0 14:00 57 35 92 08:00 09:00 185 209 394
2:15 02 2 14:15 55 48 103 09:00 10:00 89 124 213
2:30 01 1 14:30 58 54 112 10:00 11:00 124 106 230
2:45 01 1 14:45 51 48 99 11:00 12:00 135 137 272
3:00 11 2 15:00 55 50 105 12:00 13:00 154 124 278
3:15 00 0 15:15 45 44 89 13:00 14:00 172 131 303
3:30 10 1 15:30 60 56 116 14:00 15:00 221 185 406
3:45 12 3 15:45 53 43 96 15:00 16:00 213 193 406
4:00 23 5 16:00 55 46 101 16:00 17:00 265 168 433
4:15 01 1 16:15 63 47 110 17:00 18:00 288 156 444
4:30 24 6 16:30 66 39 105 18:00 19:00 164 118 282
4:45 43 7 16:45 81 36 117 19:00 20:00 90 81 171
5:00 56 11 17:00 82 40 122 20:00 21:00 84 60 144
5:15 24 6 17:15 71 45 116 21:00 22:00 42 49 91
5:30 26 8 17:30 69 42 111 22:00 23:00 19 22 41
5:45 99 18 17:45 66 29 95 23:0 0 00:00 79 16
6:00 31 4 17 18:00 44 45 89
6:15 13 17 30 18:15 46 32 78 NB SB EB WB TOTA L
6:30 81 5 23 18:30 42 20 62 00:00 to 12:00
6:45 11 12 23 18:45 32 21 53 759 911 1670
7:00 20 28 48 19:00 27 17 44 7:30 7:30 7:30
7:15 34 34 68 19:15 23 22 45 210 302 512
7:30 48 67 115 19:30 21 26 47 0.784 0.755 0.859
7:45 49 100 149 19:45 19 16 35
8:00 67 68 135 20:00 26 16 42 12:00 to 00:00
8:15 46 67 113 20:15 15 12 27 1719 1296 3015
8:30 37 44 81 20:30 24 12 36 16:45 14:15 16:45
8:45 35 30 65 20:45 19 20 39 303 200 466
9:00 22 33 55 21:00 16 19 35 0.924 0.926 0.955
9:15 22 36 58 21:15 91 3 22
9:30 20 33 53 21:30 71 0 17 07:00 to 09:00
9:45 25 22 47 21:45 10 7 17 336 438 774
10:00 27 23 50 22:00 54 9 7:30 7:30 7:30
10:15 32 27 59 22:15 37 10 210 302 512
10:30 24 28 52 22:30 55 10 0.784 0.755 0.859
10:45 41 28 69 22:45 66 12
11:00 29 34 63 23:00 12 3 16:00 to 18:00
11:15 26 38 64 23:15 33 6 553 324 877
11:30 34 31 65 23:30 23 5 16:45 16:00 16:45
11:45 46 34 80 23:45 11 2 303 168 466
TOTALS 759 911 0 0 1670 TOTALS 1719 1296 0 0 3015 0.924 0.894 0.955 SPLIT % 45% 55% 0% 0% 36% SPLIT % 57% 43% 0% 0% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Holder St Bet Ball Rd & Myra Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_034
NB SB EB WB Total
3,667 3,497 0 0 7,164

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 73 10 12:00 55 55 110 00:00 01:00 15 10 25
0:15 50 5 12:15 46 47 93 01:00 02:00 94 13
0:30 13 4 12:30 57 43 100 02:00 03:00 46 10
0:45 24 6 12:45 56 47 103 03:00 04:00 64 10
1:00 11 2 13:00 43 39 82 04:00 05:00 17 11 28
1:15 21 3 13:15 53 51 104 05:00 06:00 36 25 61
1:30 41 5 13:30 71 63 134 06:00 07:00 73 77 150
1:45 21 3 13:45 60 78 138 07:00 08:00 354 342 696
2:00 10 1 14:00 120 63 183 08:00 09:00 295 266 561
2:15 03 3 14:15 62 44 106 09:00 10:00 158 159 317
2:30 13 4 14:30 65 94 159 10:00 11:00 212 166 378
2:45 20 2 14:45 68 80 148 11:00 12:00 157 200 357
3:00 22 4 15:00 86 67 153 12:00 13:00 214 192 406
3:15 20 2 15:15 71 67 138 13:00 14:00 227 231 458
3:30 10 1 15:30 69 94 163 14:00 15:00 315 281 596
3:45 12 3 15:45 73 57 130 15:00 16:00 299 285 584
4:00 22 4 16:00 69 62 131 16:00 17:00 307 273 580
4:15 30 3 16:15 83 89 172 17:00 18:00 369 284 653
4:30 74 11 16:30 75 60 135 18:00 19:00 252 225 477
4:45 55 10 16:45 80 62 142 19:00 20:00 133 147 280
5:00 83 11 17:00 92 75 167 20:00 21:00 96 152 248
5:15 97 16 17:15 95 77 172 21:00 22:00 60 95 155
5:30 85 13 17:30 94 66 160 22:00 23:00 36 39 75
5:45 11 10 21 17:45 88 66 154 23:0 0 00:00 23 23 46
6:00 11 17 28 18:00 64 69 133
6:15 17 13 30 18:15 70 48 118 NB SB EB WB TOTA L
6:30 18 16 34 18:30 61 54 115 00:00 to 12:00
6:45 27 31 58 18:45 57 54 111 1336 1270 2606
7:00 40 45 85 19:00 37 45 82 7:15 7:30 7:30
7:15 80 76 156 19:15 32 39 71 398 397 793
7:30 132 122 254 19:30 38 29 67 0.754 0.814 0.781
7:45 102 99 201 19:45 26 34 60
8:00 84 87 171 20:00 24 38 62 12:00 to 00:00
8:15 78 89 167 20:15 21 34 55 2331 2227 4558
8:30 58 49 107 20:30 24 47 71 17:00 14:30 17:00
8:45 75 41 116 20:45 27 33 60 369 308 653
9:00 52 42 94 21:00 25 34 59 0.971 0.819 0.949
9:15 34 43 77 21:15 13 22 35
9:30 33 37 70 21:30 10 20 30 07:00 to 09:00
9:45 39 37 76 21:45 12 19 31 649 608 1257
10:00 50 40 90 22:00 76 13 7:15 7:30 7:30
10:15 55 40 95 22:15 11 16 27 398 397 793
10:30 52 46 98 22:30 10 10 20 0.754 0.814 0.781
10:45 55 40 95 22:45 87 15
11:00 39 47 86 23:00 59 14 16:00 to 18:00
11:15 40 65 105 23:15 72 9 676 557 1233
11:30 38 36 74 23:30 47 11 17:00 16:15 17:00
11:45 40 52 92 23:45 75 12 369 286 653
TOTALS 1336 1270 0 0 2606 TOTALS 2331 2227 0 0 4558 0.971 0.803 0.949 SPLIT % 51% 49% 0% 0% 36% SPLIT % 51% 49% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Holder St Bet Ball Rd & Orange Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_035
NB SB EB WB Total
4,574 4,725 0 0 9,299

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 94 13 12:00 67 81 148 00:00 01:00 22 12 34
0:15 81 9 12:15 54 73 127 01:00 02:00 10 8 18
0:30 34 7 12:30 95 75 170 02:00 03:00 21 2 14
0:45 23 5 12:45 69 84 153 03:00 04:00 89 17
1:00 21 3 13:00 59 64 123 04:00 05:00 15 43 58
1:15 11 2 13:15 57 67 124 05:00 06:00 32 50 82
1:30 54 9 13:30 67 78 145 06:00 07:00 72 126 198
1:45 22 4 13:45 78 82 160 07:00 08:00 335 334 669
2:00 02 2 14:00 92 83 175 08:00 09:00 417 330 747
2:15 15 6 14:15 85 81 166 09:00 10:00 227 226 453
2:30 03 3 14:30 114 126 240 10:00 11:00 274 228 502
2:45 12 3 14:45 86 100 186 11:00 12:00 206 281 487
3:00 43 7 15:00 87 83 170 12:00 13:00 285 313 598
3:15 22 4 15:15 79 85 164 13:00 14:00 261 291 552
3:30 01 1 15:30 95 73 168 14:00 15:00 377 390 767
3:45 23 5 15:45 87 71 158 15:00 16:00 348 312 660
4:00 28 10 16:00 83 87 170 16:00 17:00 375 363 738
4:15 32 5 16:15 97 112 209 17:00 18:00 438 389 827
4:30 41 8 22 16:30 93 77 170 18:00 19:00 307 342 649
4:45 61 5 21 16:45 102 87 189 19:00 20:00 203 227 430
5:00 65 11 17:00 116 113 229 20:00 21:00 168 236 404
5:15 71 7 24 17:15 108 99 207 21:00 22:00 105 140 245
5:30 21 3 15 17:30 99 99 198 22:00 23:00 59 43 102
5:45 17 15 32 17:45 115 78 193 23:0 0 00:00 28 20 48
6:00 11 16 27 18:00 76 87 163
6:15 16 30 46 18:15 84 65 149 NB SB EB WB TOTA L
6:30 21 33 54 18:30 77 84 161 00:00 to 12:00
6:45 24 47 71 18:45 70 106 176 1620 1659 3279
7:00 33 57 90 19:00 60 65 125 7:45 7:30 7:30
7:15 53 69 122 19:15 52 47 99 475 423 893
7:30 85 94 179 19:30 48 62 110 0.724 0.928 0.803
7:45 164 114 278 19:45 43 53 96
8:00 102 105 207 20:00 45 52 97 12:00 to 00:00
8:15 119 110 229 20:15 38 61 99 2954 3066 6020
8:30 90 52 142 20:30 44 82 126 17:00 16:45 17:00
8:45 106 63 169 20:45 41 41 82 438 398 827
9:00 65 71 136 21:00 38 49 87 0.944 0.881 0.903
9:15 52 57 109 21:15 23 31 54
9:30 55 57 112 21:30 21 34 55 07:00 to 09:00
9:45 55 41 96 21:45 23 26 49 752 664 1416
10:00 52 53 105 22:00 14 11 25 7:45 7:30 7:30
10:15 79 58 137 22:15 21 15 36 475 423 893
10:30 71 64 135 22:30 14 7 21 0.724 0.928 0.803
10:45 72 53 125 22:45 10 10 20
11:00 59 59 118 23:00 11 10 21 16:00 to 18:00
11:15 49 86 135 23:15 10 3 13 813 752 1565
11:30 44 60 104 23:30 25 7 17:00 16:45 17:00
11:45 54 76 130 23:45 52 7 438 398 827
TOTALS 1620 1659 0 0 3279 TOTALS 2954 3066 0 0 6020 0.944 0.881 0.903 SPLIT % 49% 51% 0% 0% 35% SPLIT % 49% 51% 0% 0% 65%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Holder St Bet Lincoln Ave & Orange Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_036
NB SB EB WB Total
2,610 2,771 0 0 5,381

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 31 4 12:00 37 47 84 00:00 01:00 12 3 15
0:15 21 3 12:15 35 39 74 01:00 02:00 10 2 12
0:30 20 2 12:30 33 33 66 02:00 03:00 37 10
0:45 51 6 12:45 45 42 87 03:00 04:00 53 8
1:00 40 4 13:00 37 22 59 04:00 05:00 51 2 17
1:15 30 3 13:15 46 40 86 05:00 06:00 16 34 50
1:30 10 1 13:30 53 21 74 06:00 07:00 39 82 121
1:45 22 4 13:45 40 53 93 07:00 08:00 209 224 433
2:00 03 3 14:00 36 35 71 08:00 09:00 181 302 483
2:15 01 1 14:15 67 50 117 09:00 10:00 96 155 251
2:30 12 3 14:30 56 123 179 10:00 11:00 122 159 281
2:45 21 3 14:45 56 83 139 11:00 12:00 136 143 279
3:00 30 3 15:00 44 50 94 12:00 13:00 150 161 311
3:15 00 0 15:15 56 49 105 13:00 14:00 176 136 312
3:30 22 4 15:30 61 47 108 14:00 15:00 215 291 506
3:45 01 1 15:45 48 53 101 15:00 16:00 209 199 408
4:00 23 5 16:00 51 47 98 16:00 17:00 230 196 426
4:15 11 2 16:15 58 44 102 17:00 18:00 262 183 445
4:30 15 6 16:30 67 58 125 18:00 19:00 157 192 349
4:45 13 4 16:45 54 47 101 19:00 20:00 139 114 253
5:00 27 9 17:00 75 50 125 20:00 21:00 111 68 179
5:15 79 16 17:15 60 44 104 21:00 22:00 75 64 139
5:30 37 10 17:30 62 48 110 22:00 23:00 39 25 64
5:45 41 1 15 17:45 65 41 106 23:0 0 00:00 13 16 29
6:00 95 14 18:00 52 63 115
6:15 72 1 28 18:15 36 42 78 NB SB EB WB TOTA L
6:30 10 24 34 18:30 29 31 60 00:00 to 12:00
6:45 13 32 45 18:45 40 56 96 834 1126 1960
7:00 12 23 35 19:00 26 26 52 7:30 7:30 7:30
7:15 36 40 76 19:15 44 27 71 271 350 621
7:30 49 69 118 19:30 34 27 61 0.605 0.678 0.761
7:45 112 92 204 19:45 35 34 69
8:00 64 129 193 20:00 28 21 49 12:00 to 00:00
8:15 46 60 106 20:15 35 17 52 1776 1645 3421
8:30 36 39 75 20:30 26 16 42 17:00 14:15 14:15
8:45 35 74 109 20:45 22 14 36 262 306 529
9:00 23 45 68 21:00 25 21 46 0.873 0.622 0.739
9:15 21 37 58 21:15 30 13 43
9:30 27 45 72 21:30 11 19 30 07:00 to 09:00
9:45 25 28 53 21:45 91 1 20 390 526 916
10:00 26 37 63 22:00 17 7 24 7:30 7:30 7:30
10:15 35 46 81 22:15 57 12 271 350 621
10:30 21 42 63 22:30 10 7 17 0.605 0.678 0.761
10:45 40 34 74 22:45 74 11
11:00 31 23 54 23:00 67 13 16:00 to 18:00
11:15 37 39 76 23:15 35 8 492 379 871
11:30 32 42 74 23:30 13 4 17:00 16:15 16:30
11:45 36 39 75 23:45 31 4 262 199 455
TOTALS 834 1126 0 0 1960 TOTALS 1776 1645 0 0 3421 0.873 0.858 0.910 SPLIT % 43% 57% 0% 0% 36% SPLIT % 52% 48% 0% 0% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Holder St Bet Lincoln Ave & Crescent Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_037
NB SB EB WB Total
15,425 16,073 0 0 31,498

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 33 48 81 12:00 226 239 465 00:00 01:00 117 148 265 0:15 38 32 70 12:15 223 211 434 01:00 02:00 90 93 183
0:30 22 38 60 12:30 228 191 419 02:00 03:00 80 89 169
0:45 24 30 54 12:45 239 229 468 03:00 04:00 126 107 233 1:00 28 26 54 13:00 246 172 418 04:00 05:00 325 176 501 1:15 27 24 51 13:15 210 202 412 05:00 06:00 527 327 854 1:30 16 21 37 13:30 251 240 491 06:00 07:00 639 569 1208 1:45 19 22 41 13:45 207 257 464 07:00 08:00 881 1023 1904 2:00 15 16 31 14:00 234 262 496 08:00 09:00 822 1193 2015 2:15 18 26 44 14:15 233 251 484 09:00 10:00 781 795 1576 2:30 25 28 53 14:30 239 234 473 10:00 11:00 753 814 1567 2:45 22 19 41 14:45 223 290 513 11:00 12:00 789 796 1585 3:00 24 23 47 15:00 303 263 566 12:00 13:00 916 870 1786 3:15 22 22 44 15:15 254 289 543 13:00 14:00 914 871 1785 3:30 35 30 65 15:30 276 265 541 14:00 15:00 929 1037 1966 3:45 45 32 77 15:45 281 268 549 15:00 16:00 1114 1085 2199 4:00 47 18 65 16:00 274 319 593 16:00 17:00 1058 1179 2237 4:15 57 42 99 16:15 271 305 576 17:00 18:00 1125 1255 2380 4:30 108 46 154 16:30 270 279 549 18:00 19:00 1044 1051 2095 4:45 113 70 183 16:45 243 276 519 19:00 20:00 743 780 1523 5:00 94 68 162 17:00 318 315 633 20:00 21:00 632 640 1272 5:15 111 60 171 17:15 287 268 555 21:00 22:00 469 538 1007 5:30 172 82 254 17:30 272 349 621 22:00 23:00 346 392 738 5:45 150 117 267 17:45 248 323 571 23:0 0 00:00 205 245 450 6:00 151 98 249 18:00 315 297 612
6:15 154 145 299 18:15 264 282 546 NB SB EB WB TOTA L
6:30 150 136 286 18:30 233 251 484 00:00 to 12:00
6:45 184 190 374 18:45 232 221 453 5930 6130 12060
7:00 188 184 372 19:00 212 235 447 7:30 7:30 7:30
7:15 210 238 448 19:15 184 190 374 954 1248 2202
7:30 215 301 516 19:30 156 188 344 0.890 0.891 0.948
7:45 268 300 568 19:45 191 167 358
8:00 231 350 581 20:00 140 172 312 12:00 to 00:00
8:15 240 297 537 20:15 166 166 332 9495 9943 19438
8:30 193 278 471 20:30 183 150 333 17:00 17:00 17:00
8:45 158 268 426 20:45 143 152 295 1125 1255 2380
9:00 180 198 378 21:00 111 129 240 0.884 0.899 0.940
9:15 190 201 391 21:15 166 142 308
9:30 215 188 403 21:30 90 132 222 07:00 to 09:00
9:45 196 208 404 21:45 102 135 237 1703 2216 3919
10:00 205 206 411 22:00 98 110 208 7:30 7:30 7:30
10:15 141 208 349 22:15 96 93 189 954 1248 2202
10:30 211 180 391 22:30 85 91 176 0.890 0.891 0.948
10:45 196 220 416 22:45 67 98 165
11:00 201 208 409 23:00 63 79 142 16:00 to 18:00
11:15 191 170 361 23:15 55 68 123 2183 2434 4617
11:30 189 220 409 23:30 55 53 108 17:00 17:00 17:00
11:45 208 198 406 23:45 32 45 77 1125 1255 2380
TOTALS 5930 6130 0 0 12060 TOTALS 9495 9943 0 0 19438 0.884 0.899 0.940 SPLIT % 49% 51% 0% 0% 38% SPLIT % 49% 51% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Knott Ave Bet Lincoln Ave & Crescent Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_038
NB SB EB WB Total
15,951 15,584 0 0 31,535

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 30 50 80 12:00 240 221 461 00:00 01:00 109 153 262 0:15 34 38 72 12:15 235 209 444 01:00 02:00 86 89 175
0:30 21 37 58 12:30 223 193 416 02:00 03:00 80 90 170
0:45 24 28 52 12:45 246 218 464 03:00 04:00 136 102 238 1:00 27 21 48 13:00 238 160 398 04:00 05:00 360 175 535 1:15 23 22 45 13:15 205 193 398 05:00 06:00 607 308 915 1:30 18 22 40 13:30 256 237 493 06:00 07:00 733 540 1273 1:45 18 24 42 13:45 230 252 482 07:00 08:00 888 982 1870 2:00 14 14 28 14:00 240 270 510 08:00 09:00 879 1144 2023 2:15 16 28 44 14:15 244 255 499 09:00 10:00 852 757 1609 2:30 28 30 58 14:30 261 239 500 10:00 11:00 787 758 1545 2:45 22 18 40 14:45 233 283 516 11:00 12:00 830 743 1573 3:00 23 24 47 15:00 299 253 552 12:00 13:00 944 841 1785 3:15 26 21 47 15:15 250 280 530 13:00 14:00 929 842 1771 3:30 39 27 66 15:30 275 250 525 14:00 15:00 978 1047 2025 3:45 48 30 78 15:45 268 249 517 15:00 16:00 1092 1032 2124 4:00 52 20 72 16:00 276 314 590 16:00 17:00 1125 1161 2286 4:15 67 42 109 16:15 284 298 582 17:00 18:00 1145 1205 2350 4:30 123 48 171 16:30 305 265 570 18:00 19:00 1055 994 2049 4:45 118 65 183 16:45 260 284 544 19:00 20:00 730 781 1511 5:00 106 67 173 17:00 309 303 612 20:00 21:00 628 644 1272 5:15 132 54 186 17:15 295 256 551 21:00 22:00 460 552 1012 5:30 196 77 273 17:30 287 331 618 22:00 23:00 324 406 730 5:45 173 110 283 17:45 254 315 569 23:0 0 00:00 194 238 432 6:00 170 93 263 18:00 308 275 583
6:15 188 139 327 18:15 280 267 547 NB SB EB WB TOTA L
6:30 178 126 304 18:30 241 241 482 00:00 to 12:00
6:45 197 182 379 18:45 226 211 437 6347 5841 12188
7:00 209 172 381 19:00 218 224 442 7:45 7:30 7:30
7:15 217 227 444 19:15 182 189 371 960 1202 2156
7:30 207 284 491 19:30 154 190 344 0.941 0.939 0.966
7:45 255 299 554 19:45 176 178 354
8:00 238 320 558 20:00 134 174 308 12:00 to 00:00
8:15 254 299 553 20:15 173 159 332 9604 9743 19347
8:30 213 258 471 20:30 180 149 329 16:30 17:00 17:00
8:45 174 267 441 20:45 141 162 303 1169 1205 2350
9:00 199 184 383 21:00 110 136 246 0.946 0.910 0.951
9:15 212 194 406 21:15 163 139 302
9:30 234 189 423 21:30 90 138 228 07:00 to 09:00
9:45 207 190 397 21:45 97 139 236 1767 2126 3893
10:00 211 201 412 22:00 85 110 195 7:45 7:30 7:30
10:15 149 180 329 22:15 93 96 189 960 1202 2156
10:30 226 169 395 22:30 82 97 179 0.941 0.939 0.966
10:45 201 208 409 22:45 64 103 167
11:00 212 196 408 23:00 60 75 135 16:00 to 18:00
11:15 200 159 359 23:15 55 63 118 2270 2366 4636
11:30 205 201 406 23:30 49 53 102 16:30 17:00 17:00
11:45 213 187 400 23:45 30 47 77 1169 1205 2350
TOTALS 6347 5841 0 0 12188 TOTALS 9604 9743 0 0 19347 0.946 0.910 0.951 SPLIT % 52% 48% 0% 0% 39% SPLIT % 50% 50% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Knott Ave Bet La Palma Ave & Crescent Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
1400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_039
NB SB EB WB Total
16,912 17,116 0 0 34,028

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 33 60 93 12:00 227 233 460 00:00 01:00 119 177 296 0:15 39 47 86 12:15 248 236 484 01:00 02:00 95 97 192
0:30 22 40 62 12:30 236 212 448 02:00 03:00 93 100 193
0:45 25 30 55 12:45 248 223 471 03:00 04:00 159 116 275 1:00 27 24 51 13:00 235 218 453 04:00 05:00 388 176 564 1:15 28 30 58 13:15 254 216 470 05:00 06:00 688 345 1033 1:30 22 18 40 13:30 224 271 495 06:00 07:00 911 564 1475 1:45 18 25 43 13:45 271 268 539 07:00 08:00 1006 1063 2069 2:00 18 13 31 14:00 235 272 507 08:00 09:00 904 1163 2067 2:15 17 32 49 14:15 237 263 500 09:00 10:00 876 806 1682 2:30 30 33 63 14:30 286 250 536 10:00 11:00 872 774 1646 2:45 28 22 50 14:45 269 287 556 11:00 12:00 869 812 1681 3:00 24 27 51 15:00 291 303 594 12:00 13:00 959 904 1863 3:15 32 26 58 15:15 294 288 582 13:00 14:00 984 973 1957 3:30 49 28 77 15:30 254 278 532 14:00 15:00 1027 1072 2099 3:45 54 35 89 15:45 306 312 618 15:00 16:00 1145 1181 2326 4:00 57 21 78 16:00 278 318 596 16:00 17:00 1114 1330 2444 4:15 70 38 108 16:15 278 350 628 17:00 18:00 1156 1316 2472 4:30 135 53 188 16:30 314 311 625 18:00 19:00 1077 1136 2213 4:45 126 64 190 16:45 244 351 595 19:00 20:00 815 910 1725 5:00 117 77 194 17:00 275 278 553 20:00 21:00 652 719 1371 5:15 158 56 214 17:15 320 342 662 21:00 22:00 487 632 1119 5:30 239 91 330 17:30 301 337 638 22:00 23:00 323 465 788 5:45 174 121 295 17:45 260 359 619 23:0 0 00:00 193 285 478 6:00 185 104 289 18:00 301 311 612
6:15 236 128 364 18:15 296 311 607 NB SB EB WB TOTA L
6:30 232 149 381 18:30 247 267 514 00:00 to 12:00
6:45 258 183 441 18:45 233 247 480 6980 6193 13173
7:00 245 168 413 19:00 246 258 504 7:00 7:30 7:30
7:15 258 229 487 19:15 203 206 409 1006 1272 2255
7:30 224 315 539 19:30 169 208 377 0.901 0.906 0.895
7:45 279 351 630 19:45 197 238 435
8:00 232 286 518 20:00 159 180 339 12:00 to 00:00
8:15 248 320 568 20:15 174 182 356 9932 10923 20855
8:30 213 259 472 20:30 163 177 340 17:15 17:15 17:15
8:45 211 298 509 20:45 156 180 336 1182 1349 2531
9:00 225 197 422 21:00 128 161 289 0.923 0.939 0.956
9:15 227 223 450 21:15 164 162 326
9:30 230 195 425 21:30 89 169 258 07:00 to 09:00
9:45 194 191 385 21:45 106 140 246 1910 2226 4136
10:00 208 195 403 22:00 96 115 211 7:00 7:30 7:30
10:15 175 171 346 22:15 95 119 214 1006 1272 2255
10:30 243 191 434 22:30 64 111 175 0.901 0.906 0.895
10:45 246 217 463 22:45 68 120 188
11:00 242 195 437 23:00 65 105 170 16:00 to 18:00
11:15 185 216 401 23:15 51 68 119 2270 2646 4916
11:30 229 196 425 23:30 53 64 117 17:00 16:00 17:00
11:45 213 205 418 23:45 24 48 72 1156 1330 2472
TOTALS 6980 6193 0 0 13173 TOTALS 9932 10923 0 0 20855 0.903 0.947 0.934 SPLIT % 53% 47% 0% 0% 39% SPLIT % 48% 52% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Knott Ave Bet La Palma Ave & Orangethorpe Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_040
NB SB EB WB Total
6,036 5,972 0 0 12,008

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 14 21 35 12:00 70 91 161 00:00 01:00 45 55 100
0:15 10 18 28 12:15 88 92 180 01:00 02:00 34 36 70
0:30 12 9 21 12:30 100 80 180 02:00 03:00 26 30 56
0:45 97 16 12:45 106 81 187 03:00 04:00 55 62 117
1:00 11 11 22 13:00 108 103 211 04:00 05:00 155 72 227
1:15 10 8 18 13:15 93 102 195 05:00 06:00 286 176 462
1:30 61 2 18 13:30 88 89 177 06:00 07:00 308 273 581
1:45 75 12 13:45 93 96 189 07:00 08:00 458 352 810
2:00 46 10 14:00 79 96 175 08:00 09:00 418 356 774
2:15 38 11 14:15 97 102 199 09:00 10:00 342 271 613
2:30 11 8 19 14:30 117 149 266 10:00 11:00 310 247 557
2:45 88 16 14:45 88 110 198 11:00 12:00 267 342 609
3:00 71 0 17 15:00 116 91 207 12:00 13:00 364 344 708
3:15 11 9 20 15:15 117 103 220 13:00 14:00 382 390 772
3:30 14 20 34 15:30 129 125 254 14:00 15:00 381 457 838 3:45 23 23 46 15:45 107 95 202 15:00 16:00 469 414 883
4:00 17 13 30 16:00 85 104 189 16:00 17:00 356 458 814
4:15 31 19 50 16:15 87 95 182 17:00 18:00 418 457 875
4:30 52 12 64 16:30 90 130 220 18:00 19:00 292 389 681
4:45 55 28 83 16:45 94 129 223 19:00 20:00 220 242 462
5:00 51 34 85 17:00 105 139 244 20:00 21:00 163 177 340 5:15 53 41 94 17:15 124 105 229 21:00 22:00 131 154 285 5:30 90 44 134 17:30 99 109 208 22:00 23:00 84 141 225
5:45 92 57 149 17:45 90 104 194 23:0 0 00:00 72 77 149
6:00 54 65 119 18:00 84 107 191
6:15 58 64 122 18:15 70 105 175 NB SB EB WB TOTA L
6:30 90 69 159 18:30 72 89 161 00:00 to 12:00
6:45 106 75 181 18:45 66 88 154 2704 2272 4976
7:00 78 57 135 19:00 73 63 136 7:30 7:30 7:30
7:15 84 82 166 19:15 55 54 109 521 386 907
7:30 129 99 228 19:30 53 73 126 0.780 0.846 0.807
7:45 167 114 281 19:45 39 52 91
8:00 125 77 202 20:00 48 39 87 12:00 to 00:00
8:15 100 96 196 20:15 38 56 94 3332 3700 7032
8:30 104 90 194 20:30 40 44 84 15:00 16:30 16:30
8:45 89 93 182 20:45 37 38 75 469 503 916
9:00 107 75 182 21:00 46 39 85 0.909 0.905 0.939
9:15 91 63 154 21:15 29 42 71
9:30 61 72 133 21:30 28 36 64 07:00 to 09:00
9:45 83 61 144 21:45 28 37 65 876 708 1584
10:00 63 52 115 22:00 15 41 56 7:30 7:30 7:30
10:15 77 68 145 22:15 17 33 50 521 386 907
10:30 83 72 155 22:30 27 37 64 0.780 0.846 0.807
10:45 87 55 142 22:45 25 30 55
11:00 74 76 150 23:00 26 18 44 16:00 to 18:00
11:15 59 68 127 23:15 20 20 40 774 915 1689
11:30 62 120 182 23:30 10 22 32 16:45 16:30 16:30
11:45 72 78 150 23:45 16 17 33 422 503 916
TOTALS 2704 2272 0 0 4976 TOTALS 3332 3700 0 0 7032 0.851 0.905 0.939 SPLIT % 54% 46% 0% 0% 41% SPLIT % 47% 53% 0% 0% 59%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Knott Ave Bet Artesia Blvd & Orangethorpe Ave
2/18/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_041
NB SB EB WB Total
2,462 2,320 0 0 4,782

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 27 9 12:00 35 42 77 00:00 01:00 21 40 61
0:15 41 2 16 12:15 33 30 63 01:00 02:00 29 30 59
0:30 91 3 22 12:30 41 34 75 02:00 03:00 50 31 81
0:45 68 14 12:45 45 28 73 03:00 04:00 84 77 161
1:00 65 11 13:00 30 35 65 04:00 05:00 151 66 217
1:15 21 5 17 13:15 36 36 72 05:00 06:00 173 93 266
1:30 85 13 13:30 47 68 115 06:00 07:00 204 88 292
1:45 13 5 18 13:45 44 50 94 07:00 08:00 187 92 279
2:00 77 14 14:00 33 43 76 08:00 09:00 151 84 235
2:15 11 4 15 14:15 19 32 51 09:00 10:00 128 107 235
2:30 12 6 18 14:30 25 63 88 10:00 11:00 136 117 253
2:45 20 14 34 14:45 37 35 72 11:00 12:00 103 109 212
3:00 90 9 15:00 25 40 65 12:00 13:00 154 134 288
3:15 11 26 37 15:15 30 67 97 13:00 14:00 157 189 346
3:30 25 23 48 15:30 28 53 81 14:00 15:00 114 173 287
3:45 39 28 67 15:45 32 23 55 15:00 16:00 115 183 298
4:00 23 16 39 16:00 21 43 64 16:00 17:00 101 182 283
4:15 27 16 43 16:15 24 38 62 17:00 18:00 86 184 270
4:30 48 14 62 16:30 31 54 85 18:00 19:00 82 79 161
4:45 53 20 73 16:45 25 47 72 19:00 20:00 91 79 170
5:00 32 13 45 17:00 24 74 98 20:00 21:00 45 56 101
5:15 40 20 60 17:15 21 40 61 21:00 22:00 45 48 93
5:30 59 33 92 17:30 21 37 58 22:00 23:00 30 52 82
5:45 42 27 69 17:45 20 33 53 23:0 0 00:00 25 27 52
6:00 67 23 90 18:00 24 24 48
6:15 52 19 71 18:15 19 19 38 NB SB EB WB TOTA L
6:30 46 21 67 18:30 16 21 37 00:00 to 12:00
6:45 39 25 64 18:45 23 15 38 1417 934 2351
7:00 41 29 70 19:00 13 19 32 5:30 10:00 5:30
7:15 37 23 60 19:15 24 27 51 220 117 322
7:30 44 23 67 19:30 19 16 35 0.821 0.791 0.875
7:45 65 17 82 19:45 35 17 52
8:00 47 19 66 20:00 11 16 27 12:00 to 00:00
8:15 41 12 53 20:15 10 15 25 1045 1386 2431
8:30 26 26 52 20:30 12 15 27 13:15 16:30 13:15
8:45 37 27 64 20:45 12 10 22 160 215 357
9:00 39 28 67 21:00 89 17 0.851 0.726 0.776
9:15 28 20 48 21:15 61 7 23
9:30 26 28 54 21:30 15 11 26 07:00 to 09:00
9:45 35 31 66 21:45 16 11 27 338 176 514
10:00 40 26 66 22:00 11 13 24 7:30 7:00 7:00
10:15 32 25 57 22:15 69 15 197 92 279
10:30 30 29 59 22:30 61 9 25 0.758 0.793 0.851
10:45 34 37 71 22:45 71 1 18
11:00 22 26 48 23:00 87 15 16:00 to 18:00
11:15 26 23 49 23:15 59 14 187 366 553
11:30 21 29 50 23:30 46 10 16:15 16:30 16:15
11:45 34 31 65 23:45 85 13 104 215 317
TOTALS 1417 934 0 0 2351 TOTALS 1045 1386 0 0 2431 0.839 0.726 0.809 SPLIT % 60% 40% 0% 0% 49% SPLIT % 43% 57% 0% 0% 51%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Knott Ave Bet Firestone Blvd & Desman Rd
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_046
NB SB EB WB Total
14,015 15,012 0 0 29,027

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 31 30 61 12:00 188 187 375 00:00 01:00 88 95 183
0:15 24 26 50 12:15 187 172 359 01:00 02:00 61 47 108
0:30 18 20 38 12:30 190 210 400 02:00 03:00 29 58 87
0:45 15 19 34 12:45 206 174 380 03:00 04:00 44 101 145
1:00 17 7 24 13:00 181 194 375 04:00 05:00 125 277 402
1:15 17 17 34 13:15 191 204 395 05:00 06:00 222 611 833 1:30 12 11 23 13:30 211 208 419 06:00 07:00 399 853 1252 1:45 15 12 27 13:45 225 172 397 07:00 08:00 872 1233 2105 2:00 69 15 14:00 206 232 438 08:00 09:00 886 1069 1955
2:15 31 3 16 14:15 224 214 438 09:00 10:00 660 880 1540 2:30 91 8 27 14:30 221 245 466 10:00 11:00 542 788 1330 2:45 11 18 29 14:45 278 232 510 11:00 12:00 712 773 1485 3:00 15 20 35 15:00 248 218 466 12:00 13:00 771 743 1514 3:15 82 2 30 15:15 282 218 500 13:00 14:00 808 778 1586 3:30 10 19 29 15:30 223 207 430 14:00 15:00 929 923 1852 3:45 11 40 51 15:45 271 240 511 15:00 16:00 1024 883 1907 4:00 25 33 58 16:00 282 233 515 16:00 17:00 1201 999 2200 4:15 24 55 79 16:15 289 253 542 17:00 18:00 1246 1057 2303 4:30 31 108 139 16:30 327 250 577 18:00 19:00 1026 855 1881 4:45 45 81 126 16:45 303 263 566 19:00 20:00 767 638 1405 5:00 36 106 142 17:00 326 261 587 20:00 21:00 559 485 1044 5:15 44 122 166 17:15 319 272 591 21:00 22:00 482 430 912 5:30 65 202 267 17:30 333 270 603 22:00 23:00 341 281 622 5:45 77 181 258 17:45 268 254 522 23:0 0 00:00 221 155 376 6:00 66 174 240 18:00 277 248 525
6:15 90 207 297 18:15 287 246 533 NB SB EB WB TOTA L
6:30 109 248 357 18:30 232 188 420 00:00 to 12:00
6:45 134 224 358 18:45 230 173 403 4640 6785 11425
7:00 117 280 397 19:00 201 189 390 7:30 7:00 7:30
7:15 209 300 509 19:15 229 175 404 1005 1233 2234
7:30 262 345 607 19:30 173 133 306 0.885 0.893 0.920
7:45 284 308 592 19:45 164 141 305
8:00 246 276 522 20:00 151 131 282 12:00 to 00:00
8:15 213 300 513 20:15 145 139 284 9375 8227 17602
8:30 211 243 454 20:30 119 115 234 16:45 16:45 16:45
8:45 216 250 466 20:45 144 100 244 1281 1066 2347
9:00 192 224 416 21:00 124 148 272 0.962 0.980 0.973
9:15 142 229 371 21:15 119 92 211
9:30 162 216 378 21:30 133 108 241 07:00 to 09:00
9:45 164 211 375 21:45 106 82 188 1758 2302 4060
10:00 138 216 354 22:00 98 96 194 7:30 7:00 7:30
10:15 143 186 329 22:15 93 77 170 1005 1233 2234
10:30 124 189 313 22:30 76 56 132 0.885 0.893 0.920
10:45 137 197 334 22:45 74 52 126
11:00 148 201 349 23:00 69 49 118 16:00 to 18:00
11:15 166 190 356 23:15 51 42 93 2447 2056 4503
11:30 204 191 395 23:30 60 35 95 16:45 16:45 16:45
11:45 194 191 385 23:45 41 29 70 1281 1066 2347
TOTALS 4640 6785 0 0 11425 TOTALS 9375 8227 0 0 17602 0.962 0.980 0.973 SPLIT % 41% 59% 0% 0% 39% SPLIT % 53% 47% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
S La Mirada Blvd Bet SR 39/Beach Blvd & Alondra Blvd
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
1400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_042
NB SB EB WB Total
0 0 8,278 9,086 17,364

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 12 35 12:00 105 148 253 00:00 01:00 49 37 86
0:15 12 8 20 12:15 108 127 235 01:00 02:00 14 17 31
0:30 9 13 22 12:30 120 141 261 02:00 03:00 9 14 23
0:45 5 4 9 12:45 115 160 275 03:00 04:00 20 18 38
1:00 3 1 4 13:00 138 162 300 04:00 05:00 56 30 86
1:15 3 4 7 13:15 130 158 288 05:00 06:00 98 95 193
1:30 5 7 12 13:30 102 148 250 06:00 07:00 255 182 437
1:45 3 5 8 13:45 148 176 324 07:00 08:00 554 677 1231
2:00 4 3 7 14:00 140 199 339 08:00 09:00 669 598 1267
2:15 0 1 1 14:15 122 197 319 09:00 10:00 390 420 810
2:30 2 6 8 14:30 234 178 412 10:00 11:00 402 460 862
2:45 3 4 7 14:45 192 136 328 11:00 12:00 476 504 980
3:00 4 4 8 15:00 197 205 402 12:00 13:00 448 576 1024
3:15 6 4 10 15:15 190 205 395 13:00 14:00 518 644 1162
3:30 6 1 7 15:30 209 183 392 14:00 15:00 688 710 1398
3:45 4 9 13 15:45 197 167 364 15:00 16:00 793 760 1553
4:00 12 5 17 16:00 198 189 387 16:00 17:00 704 792 1496 4:15 11 4 15 16:15 160 190 350 17:00 18:00 684 731 1415 4:30 13 10 23 16:30 180 201 381 18:00 19:00 544 682 1226 4:45 20 11 31 16:45 166 212 378 19:00 20:00 351 389 740 5:00 9 22 31 17:00 193 177 370 20:00 21:00 240 296 536
5:15 26 21 47 17:15 169 192 361 21:00 22:00 140 227 367 5:30 38 19 57 17:30 174 192 366 22:00 23:00 122 145 267 5:45 25 33 58 17:45 148 170 318 23:00 00:00 54 82 136
6:00 35 19 54 18:00 179 196 375
6:15 56 39 95 18:15 144 154 298 NB SB EB WB TOTAL
6:30 73 59 132 18:30 107 176 283 00:00 to 12:00
6:45 91 65 156 18:45 114 156 270 2992 3052 6044
7:00 93 91 184 19:00 91 98 189 7:45 7:30 7:30
7:15 126 139 265 19:15 105 98 203 748 829 1560
7:30 155 200 355 19:30 81 96 177 0.748 0.839 0.837
7:45 180 247 427 19:45 74 97 171
8:00 250 216 466 20:00 76 87 163 12:00 to 00:00
8:15 146 166 312 20:15 64 72 136 5286 6034 11320
8:30 172 129 301 20:30 47 75 122 14:30 16:00 15:00
8:45 101 87 188 20:45 53 62 115 813 792 1553
9:00 103 105 208 21:00 32 73 105 0.869 0.934 0.966
9:15 98 111 209 21:15 45 61 106
9:30 83 91 174 21:30 36 52 88 07:00 to 09:00
9:45 106 113 219 21:45 27 41 68 1223 1275 2498
10:00 96 100 196 22:00 40 35 75 7:45 7:30 7:30
10:15 106 108 214 22:15 42 38 80 748 829 1560
10:30 100 122 222 22:30 16 35 51 0.748 0.839 0.837
10:45 100 130 230 22:45 24 37 61
11:00 136 113 249 23:00 17 34 51 16:00 to 18:00
11:15 117 134 251 23:15 16 23 39 1388 1523 2911
11:30 113 125 238 23:30 12 12 24 16:30 16:00 16:00
11:45 110 132 242 23:45 9 13 22 708 792 1496
TOTALS 0 0 2992 3052 6044 TOTALS 0 0 5286 6034 11320 0.917 0.934 0.966 SPLIT % 0% 0% 50% 50% 35% SPLIT % 0% 0% 47% 53% 65%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
La Palma Ave Bet Valley View St & Knott Ave
2/11/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_043
NB SB EB WB Total
0 0 8,336 8,991 17,327

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 22 13 35 12:00 122 127 249 00:00 01:00 40 37 77
0:15 91 3 22 12:15 135 124 259 01:00 02:00 23 25 48
0:30 77 14 12:30 114 160 274 02:00 03:00 15 27 42
0:45 24 6 12:45 117 143 260 03:00 04:00 24 24 48
1:00 78 15 13:00 151 155 306 04:00 05:00 61 47 108
1:15 70 7 13:15 141 163 304 05:00 06:00 101 78 179
1:30 51 1 16 13:30 101 146 247 06:00 07:00 254 182 436
1:45 46 10 13:45 136 184 320 07:00 08:00 570 533 1103
2:00 36 9 14:00 131 207 338 08:00 09:00 617 514 1131
2:15 34 7 14:15 161 168 329 09:00 10:00 427 411 838
2:30 51 1 16 14:30 182 200 382 10:00 11:00 412 472 884
2:45 46 10 14:45 214 183 397 11:00 12:00 511 515 1026
3:00 64 10 15:00 195 198 393 12:00 13:00 488 554 1042
3:15 45 9 15:15 182 210 392 13:00 14:00 529 648 1177
3:30 67 13 15:30 180 191 371 14:00 15:00 688 758 1446
3:45 88 16 15:45 195 192 387 15:00 16:00 752 791 1543
4:00 99 18 16:00 166 185 351 16:00 17:00 703 815 1518
4:15 97 16 16:15 190 194 384 17:00 18:00 710 787 1497
4:30 21 9 30 16:30 162 216 378 18:00 19:00 520 620 1140 4:45 22 22 44 16:45 185 220 405 19:00 20:00 340 389 729 5:00 10 18 28 17:00 196 178 374 20:00 21:00 238 290 528 5:15 21 15 36 17:15 191 219 410 21:00 22:00 147 226 373 5:30 31 13 44 17:30 154 173 327 22:00 23:00 111 152 263 5:45 39 32 71 17:45 169 217 386 23:0 0 00:00 55 96 151
6:00 39 26 65 18:00 162 167 329
6:15 42 41 83 18:15 128 163 291 NB SB EB WB TOTA L
6:30 59 58 117 18:30 114 153 267 00:00 to 12:00
6:45 114 57 171 18:45 116 137 253 3055 2865 5920
7:00 80 83 163 19:00 116 100 216 7:30 7:30 7:30
7:15 113 117 230 19:15 81 108 189 741 623 1364
7:30 169 154 323 19:30 81 105 186 0.891 0.870 0.881
7:45 208 179 387 19:45 62 76 138
8:00 197 152 349 20:00 83 87 170 12:00 to 00:00
8:15 167 138 305 20:15 42 69 111 5281 6126 11407
8:30 138 111 249 20:30 57 68 125 14:30 16:30 16:30
8:45 115 113 228 20:45 56 66 122 773 833 1567
9:00 108 95 203 21:00 41 67 108 0.903 0.947 0.955
9:15 104 97 201 21:15 47 60 107
9:30 121 108 229 21:30 34 50 84 07:00 to 09:00
9:45 94 111 205 21:45 25 49 74 1187 1047 2234
10:00 109 112 221 22:00 37 44 81 7:30 7:30 7:30
10:15 81 117 198 22:15 30 42 72 741 623 1364
10:30 101 113 214 22:30 22 35 57 0.891 0.870 0.881
10:45 121 130 251 22:45 22 31 53
11:00 132 123 255 23:00 18 32 50 16:00 to 18:00
11:15 133 120 253 23:15 16 27 43 1413 1602 3015
11:30 106 126 232 23:30 13 24 37 16:30 16:30 16:30
11:45 140 146 286 23:45 81 3 21 734 833 1567
TOTALS 0 0 3055 2865 5920 TOTALS 0 0 5281 6126 11407 0.936 0.947 0.955 SPLIT % 0% 0% 52% 48% 34% SPLIT % 0% 0% 46% 54% 66%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
La Palma Ave Bet SR 39/Beach Blvd & Knott Ave
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

NB SB EB WB
Day: Tuesday City: Buena Park
Date: Project #: CA25_010011_044
NB SB EB WB Total
0 0 10,425 10,521 20,946

TIME NB SB EB WB TOTA L TIME NB SB EB WB TOTA L NB SB EB WB TOTA L 0:00 11 15 26 12:00 166 200 366 00:00 01:00 35 39 74
0:15 99 18 12:15 168 193 361 01:00 02:00 30 23 53
0:30 61 2 18 12:30 184 168 352 02:00 03:00 18 28 46
0:45 93 12 12:45 196 178 374 03:00 04:00 25 26 51
1:00 88 16 13:00 162 189 351 04:00 05:00 44 59 103
1:15 64 10 13:15 175 155 330 05:00 06:00 117 140 257
1:30 77 14 13:30 169 183 352 06:00 07:00 295 242 537
1:45 94 13 13:45 187 185 372 07:00 08:00 596 457 1053
2:00 54 9 14:00 182 192 374 08:00 09:00 617 470 1087
2:15 41 1 15 14:15 192 198 390 09:00 10:00 393 514 907
2:30 47 11 14:30 216 203 419 10:00 11:00 463 626 1089
2:45 56 11 14:45 196 217 413 11:00 12:00 558 698 1256
3:00 38 11 15:00 212 210 422 12:00 13:00 714 739 1453
3:15 63 9 15:15 219 225 444 13:00 14:00 693 712 1405
3:30 86 14 15:30 210 189 399 14:00 15:00 786 810 1596
3:45 89 17 15:45 182 199 381 15:00 16:00 823 823 1646
4:00 86 14 16:00 204 218 422 16:00 17:00 817 940 1757
4:15 10 14 24 16:15 184 250 434 17:00 18:00 881 911 1792 4:30 72 2 29 16:30 204 244 448 18:00 19:00 814 765 1579 4:45 19 17 36 16:45 225 228 453 19:00 20:00 548 532 1080 5:00 19 26 45 17:00 202 248 450 20:00 21:00 462 393 855 5:15 24 29 53 17:15 247 244 491 21:00 22:00 340 289 629 5:30 40 45 85 17:30 216 217 433 22:00 23:00 232 199 431 5:45 34 40 74 17:45 216 202 418 23:0 0 00:00 124 86 210 6:00 40 37 77 18:00 215 207 422
6:15 50 61 111 18:15 228 203 431 NB SB EB WB TOTA L
6:30 87 70 157 18:30 210 193 403 00:00 to 12:00
6:45 118 74 192 18:45 161 162 323 3191 3322 6513
7:00 84 80 164 19:00 169 134 303 7:30 11:00 11:00
7:15 136 89 225 19:15 135 139 274 739 698 1256
7:30 191 132 323 19:30 130 143 273 0.967 0.831 0.918
7:45 185 156 341 19:45 114 116 230
8:00 188 121 309 20:00 133 112 245 12:00 to 00:00
8:15 175 101 276 20:15 111 106 217 7234 7199 14433
8:30 139 112 251 20:30 102 92 194 17:15 16:15 16:30
8:45 115 136 251 20:45 116 83 199 894 970 1842
9:00 94 114 208 21:00 92 91 183 0.905 0.970 0.938
9:15 103 125 228 21:15 90 70 160
9:30 102 149 251 21:30 89 50 139 07:00 to 09:00
9:45 94 126 220 21:45 69 78 147 1213 927 2140
10:00 107 137 244 22:00 67 58 125 7:30 7:30 7:30
10:15 108 134 242 22:15 60 74 134 739 510 1249
10:30 118 166 284 22:30 52 40 92 0.967 0.817 0.916
10:45 130 189 319 22:45 53 27 80
11:00 139 173 312 23:00 37 31 68 16:00 to 18:00
11:15 141 161 302 23:15 34 21 55 1698 1851 3549
11:30 146 154 300 23:30 29 12 41 16:45 16:15 16:30
11:45 132 210 342 23:45 24 22 46 890 970 1842
TOTALS 0 0 3191 3322 6513 TOTALS 0 0 7234 7199 14433 0.901 0.970 0.938 SPLIT % 0% 0% 49% 51% 31% SPLIT % 0% 0% 50% 50% 69%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
La Palma Ave Bet SR 39/Beach Blvd & Dale St
2/11/2025
DAILY TOTALS DAILY TOTALS
15‐Minutes Interval Hourly Intervals
TIME

Buena Park City CouncilJuly 22, 2025

Buena Park City Council
July 22, 2025