Agenda packet — Compton City Council, November 12, 2024 (part 2 of 2)

NO. STREET FROM TO

DECLARED

PRIMA FACIE

SPEED LIMIT
1 EAST ALAMEDA

STREET AUTO DRIVE GREENLEAF
BOULEVARD 35
2 EAST ALAMEDA
STREET

GREENLEAF

BOULEVARD

COMPTON
BOULEVARD 35
3 EAST ALAMEDA
STREET

COMPTON

BOULEVARD

ROSECRANS
AVENUE 35
4 EAST ALAMEDA
STREET

ROSECRANS
AVENUE

NORTH CITY
LIMIT 35
5 WEST ALAMEDA

STREET SOUTH CITY LIMIT GREENLEAF
BOULEVARD 40
6 WEST ALAMEDA
STREET

GREENLEAF

BOULEVARD

ALONDRA
BOULEVARD 40
7 WEST ALAMEDA
STREET

ALONDRA

BOULEVARD

COMPTON
BOULEVARD 40
8 WEST ALAMEDA
STREET

COMPTON

BOULEVARD

ROSECRANS
AVENUE 40
9 WEST ALAMEDA
STREET

ROSECRANS
AVENUE

NORTH CITY
LIMIT 40
10 ALONDRA

BOULEVARD WEST CITY LIMIT WILMINGTON
AVENUE 40
11 ALONDRA

BOULEVARD

WILMINGTON
AVENUE

ALAMEDA
STREET 40
12 ALONDRA

BOULEVARD ALAMEDA STREET LONG BEACH
BOULEVARD 40
13 ALONDRA

BOULEVARD

LONG BEACH
BOULEVARD EAST CITY LIMIT 40
14 APRA STREET VICTORIA STREET ACACIA AVENUE 40
15 ARTESIA
BOULEVARD (EB) CENTRAL AVENUE ACACIA AVENUE 45
16 ARTESIA
BOULEVARD (WB) CENTRAL AVENUE ACACIA AVENUE 45
17 ARTESIA

BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 40
18 ARTESIA

BOULEVARD

SANTA FE
AVENUE

SUSANA ROAD/
HARBOR DRIVE 40
19 ATLANTIC AVENUE ALONDRA

BOULEVARD

SOUTH CITY
LIMIT 35
20 BRADFIELD AVENUE ROSECRANS
AVENUE

COMPTON
BOULEVARD 30
21 BULLIS ROAD COMPTON

BOULEVARD

ROSECRANS
AVENUE 35
22 BULLIS ROAD ROSECRANS
AVENUR

NORTH CITY
LIMITS 30
23 CENTRAL AVENUE SOUTH CITY LIMIT GREENLEAF
BOULEVARD 40
24 CENTRAL AVENUE GREENLEAF

BOULEVARD

COMPTON
BOULEVARD 40
25 CENTRAL AVENUE COMPTON

BOULEVARD

ROSECRANS
AVENUE 35
26 CENTRAL AVENUE ROSECRANS
AVENUE

NORTH CITY
LIMIT 40
27 COMPTON AVENUE SLATER AVENUE EL SEGUNDO
BOULEVARD 25
28 COMPTON BLVD WEST CITY LIMIT WILMINGTON AVE 35
29 COMPTON

BOULEVARD

WILMINGTON
AVENUE ACACIA AVENUE 35
30 COMPTON

BOULEVARD ACACIA AVENUE SANTA FE
AVENUE 35
31 COMPTON

BOULEVARD

SANTA FE
AVENUE BULLIS ROAD 40
32 COMPTON
BOULEVARD BULLIS ROAD EAST CITY LIMIT 40
33 EL SEGUNDO

BOULEVARD CENTRAL AVENUE WILMINGTON
AVENUE 40
34 GREENLEAF

BOULEVARD CENTRAL AVENUE WILLOWBROOK
AVENUE 40
Ordinance No. ___________

Page 3 of 5 ends

NO. STREET FROM TO

DECLARED

PRIMA FACIE

SPEED LIMIT
35 GREENLEAF

BOULEVARD

WILLOWBROOK
AVENUE

LONG BEACH
BOULEVARD 40
36 GREENLEAF

BOULEVARD

LONG BEACH
BOULEVARD EAST CITY LIMIT 35
37 LONG BEACH

BOULEVARD SOUTH CITY LIMIT ALONDRA
BOULEVARD 35
38 LONG BEACH

BOULEVARD

ALONDRA

BOULEVARD

COMPTON
BOULEVARD 35
39 LONG BEACH

BOULEVARD

COMPTON

BOULEVAR

ROSECRANS
AVENUE 35
40 LONG BEACH

BOULEVARD

ROSECRANS
AVENUE

NORTH CITY
LIMIT 35
41 MANVILLE STREET WEST CITY LIMIT EAST CITY LIMIT 35
42 MCMILLAN STREET THORSON
AVENUE EAST CITY LIMIT 25
43 PALMER STREET ALAMEDA STREET SANTA FE
AVENUE 30
44 PALMER STREET SANTA FE
AVENUE

LONG BEACH
BOULEVARD 30
45 PARMELEE AVENUE 138TH STREET EL SEGUNDO
BOULEVARD 30
46 ROSECRANS

AVENUE WEST CITY LIMIT WILMINGTON
AVENUE 40
47 ROSECRANS
AVENUE

WILMINGTON
AVENUE ACACIA AVENUE 40
48 ROSECRANS

AVENUE ACACIA AVENUE SANTA FE
AVENUE 40
49 ROSECRANS AVE SANTA FE
AVENUE BULLIS ROAD 40
50 ROSECRANS
AVENUE BULLIS ROAD EAST CITY LIMIT 40
51 SANTA FE AVENUE ARTESIA

BOULEVARD

GREENLEAF
BOULEVARD 40
52 SANTA FE AVENUE GREENLEAF

BOULEVARD

ALONDRA
BOULEVARD 40
53 SANTA FE AVENUE ALONDRA

BOULEVARD

COMPTON
BOULEVARD 40
54 SANTA FE AVENUE COMPTON

BOULEVARD

ROSECRANS
AVENUE 40
55 SANTA FE AVENUE ROSECRANS
AVENUE

NORTH CITY
LIMIT 40
56 VICTORIA STREET WILMINGTON
AVENUE APRA STREET 40
57 VICTORIA STREET APRA STREET SOUTH CITY
LIMIT 40
58 WALNUT STREET WEST CITY LIMIT WILMINGTON
AVENUE 35
59 WALNUT STREET WILMINGTON
AVENUE ACACIA AVENUE 35
60 WILLOWBROOK

AVENUE (EAST)

GREENLEAF

BOULEVARD

ALONDRA
BOULEVARD 35
61 WILLOWBROOK AVE

NUE (EAST)

ALONDRA
BOULEVARD PALMER STREET 35
62 WILLOWBROOK AVE

NUE (EAST)
500 SOUTH OF

ELM STREET

ROSECRANS
AVENUE 30
63 WILLOWBROOK

AVENUE (WEST)

GREENLEAF

BOULEVARD

ALONDRA
BOULEVARD 30
64 WILLOWBROOK AVE

NUE (WEST)

ALONDRA

BOULEVARD

COMPTON
BOULEVARD 30
65 WILLOWBROOK

AVENUE (WEST)

COMPTON

BOULEVARD

ROSECRANS
AVENUE 30
66 WILMINGTON

AVENUE SOUTH CITY LIMIT GREENLEAF
BOULEVARD 35
67 WILMINGTON
AVENUE

GREENLEAF

BOULEVARD

ALONDRA
BOULEVARD 35
Ordinance No. ___________

Page 4 of 5 ends

NO. STREET FROM TO

DECLARED

PRIMA FACIE

SPEED LIMIT
68 WILMINGTON
AVENUE

ALONDRA

BOULEVARD

COMPTON
BOULEVARD 35
69 WILMINGTON
AVENUE

COMPTON
BOULEVARD ROSECRANS AVE 35
70 WILMINGTON
AVENUE

ROSECRANS
AVENUE

NORTH CITY
LIMIT 35
Section 2.That appropriate speed limit signs shall be posted and/or changed, immediately, as necessary.

Section 3.That if any provision of this Ordinance is determined by any court of competent jurisdiction to be unconstitutional or otherwise invalid, such invalidity shall not affect the remaining provision of this Ordinance which can be implemented without the invalid provisions, and, to this end, the provisions of this Ordinance are declared to be severable.

Section 4.That this Ordinance shall take effect thirty (30) days after its adoption.

Section 5.That copies of this Ordinance shall be filed in the offices of the City Clerk, City Manager, City Attorney, Public Works Engineering Department and the Los Angeles County Sheriff’s Department, Compton Station.

Section 6.That the Mayor shall sign and the City Clerk shall attest to the adoption of this Ordinance and shall cause the same to be published as required by law.

ADOPTED this _______ day of ___________, 2024.
________________________________

MAYOR OF THE CITY OF COMPTON
ATTEST:
_____________________________________

CITY CLERK OF THE CITY OF COMPTON
Ordinance No. ___________

Page 5 of 5 ends

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss

CITY OF COMPTON )
I, Vernell McDaniel, City Clerk of the City of Compton, hereby certify that the foregoing Ordinance was adopted by the City Council, signed by the Mayor, and attested by the City Clerk at a regular meeting thereof held on the ________ day of _____________, 2024.

That said Ordinance was adopted by the following vote, to wit:

AYES: COUNCIL MEMBERS–
NOES: COUNCIL MEMBERS–
ABSENT: COUNCIL MEMBERS–
ABSTAIN: COUNCIL MEMBERS–
_____________________________________

CITY CLERK OF THE CITY OF COMPTON
N

City of Compton
2024 Engineering and
Traffic Survey Report
May 2024
Willdan Engineering
13191 Crossroads Pkwy N Suite 405
City of Industry, CA 91746
562.908.6200
2024 Engineering and Traffic Survey Report

CITY OF COMPTON

May 29, 2024
Amal Sedrak, PE, PMP
Acting City Engineer/ Senior Civil Engineer
205 South Willowbrook Avenue
Compton, CA

Subject: 2024 Engineering and Traffic Survey

Dear Ms. Sedrak:

As requested, Willdan has completed an Engineering and Traffic (E&T) Survey to justify and update the posted speed limits along 70 street segments in the City of Compton. These segments were last surveyed in 2016 and require an update to comply with the 10-year limitation set forth in the California Vehicle Code (CVC).

We are pleased to submit the enclosed Report that describes the E&T survey procedures and contains recommendations for posted speed limits on the City’s arterial and collector street system. A summary of these recommendations is included in the Analysis. Supporting documentation for each speed zone recommendation is provided in the Appendices.

The Report was conducted in accordance with applicable provisions of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024, and as required by Section 627 of the CVC. The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement.

We appreciate the opportunity to serve the City of Compton and the assistance and cooperation afforded to us during the course of this study.

Very truly yours,

WILLDAN

Nicolle Spann, P.E., T.E.

Traffic Engineer
Enclosure

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

Table of Contents
Introduction ........................................................................................................ 2 Elements Of the Engineering and Traffic Survey ....................................................................................... 3 Speed Sampling ...................................................................................................................................... 3 Crash History .......................................................................................................................................... 5 Conditions Not Readily Apparent to Motorists ...................................................................................... 5 Retain Currently Adopted or Restore Immediately Prior Speed Limit – New from AB 43...................... 5 Survey Conditions ............................................................................................... 6 Survey Locations ........................................................................................................................................ 6 Data Collection .......................................................................................................................................... 6 Speed Data ............................................................................................................................................. 6 Field Review Data .................................................................................................................................. 6 Crash Data ............................................................................................................................................. 7 Analysis .............................................................................................................. 7 Criteria ....................................................................................................................................................... 7 Results and Engineering and Traffic Survey Recommendations ............................................................... 8 Retain Currently Adopted or Restore Immediately Prior Speed Limit Application ................................... 8 Speed Limit Recommendations ................................................................................................................. 9 Table 1- Summary of Recommendations ............................................................................................. 10 Table 2- Street Segments with Recommended Speed Changes ........................................................... 19 Segments with Special Conditions .......................................................................................................... 20 Comprehensive List of Abbreviations ................................................................ 24 Legislative References ....................................................................................... 25 Applicable Sections of California Vehicle Code ....................................................................................... 25 Engineering and Traffic Surveys ........................................................................................................... 25 Basic Speed Law ................................................................................................................................... 26 Speed Law Violations ........................................................................................................................... 26 Prima Facie Speed Limits ..................................................................................................................... 26 Business Activity Districts..................................................................................................................... 28 Minimum and Maximum Prima Facie Speed Limits ............................................................................ 29 Downward Speed Zoning ..................................................................................................................... 30 Safety Corridors (Added code from AB 43) .......................................................................................... 30 Maintaining Posted Speeds (Added code from AB 43) ........................................................................ 31 Boundary Line Streets .......................................................................................................................... 31 Speed Trap Prohibition......................................................................................................................... 32 Speed Trap ........................................................................................................................................... 32 2024 Engineering and Traffic Survey Report

CITY OF COMPTON

Speed Trap Evidence ............................................................................................................................ 34

APPENDIX A
Street Segment Data

APPENDIX B
Radar Speed Distribution Forms

APPENDIX C
Survey Equipment

2024 Engineering and Traffic Survey Report

2 CITY OF COMPTON

Introduction
This Engineering and Traffic (E&T) Survey is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of Compton. This E&T Survey presents recommended speed limits for 70 street segments in the City of Compton. E&T Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. Historically, these surveys must be updated every 7 to 10 years to ensure the speeds reflect current conditions.

E&T Surveys are prepared under the direction of California Vehicle Code (CVC). The CVC also requires that the surveys be conducted based on the methodology required by the California Manuel on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024.

Assembly Bill No. 43 (AB 43), signed in October 2021, has given local agencies more leeway to lower and maintain speed limits. The California Vehicle Code was amended in 2022 and the California MUTCD was amended in March 2023 to implement laws and guidelines with the changes set forth in AB 43. There were three major changes to how speed limits can be recommended under AB 43 as follows:

1. An E&T Survey conducted more than 7 years ago may be extended to 14 years (previously to 10 years) if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)(II)].

2. A local authority may establish and designate safety corridors throughout their jurisdiction. The local authority may recommend a speed limit with an additional five mile per hour reduction on segments designated as safety corridors. Local authorities may not lower a speed limit under this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide, whichever is sooner.

3. If a local authority, after completing an E&T Survey, finds that the speed limit is still reasonable or safe, the local authority may retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an E&T Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

This E&T survey was requested by the City for the proper posting of speed limits and to enable the Police Department to utilize radar or other electronic speed measuring devices for speed enforcement.

CVC Sections 40801 and 40802 require E&T Surveys that verify the prima facie speed limit before enforcement by such a device is legal. The law further specifies that these surveys be conducted every 5 years. The surveys can be extended to 7 years provided the City’s Police Department(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(I)].

Posted speed limits are established primarily to protect the general public from the reckless and unpredictable behavior of dangerous drivers. They provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law (CVC Section 22350). This law states 2024 Engineering and Traffic Survey Report

3 CITY OF COMPTON

that "No person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions.

The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and therefore, the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not on the judgment of one or a few individuals. A radar speed study is usually conducted to record the prevailing speed of reasonable drivers.

Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, accident history, roadway conditions, traffic characteristics, and land use must also be analyzed before determining speed limits. Speed limit changes are usually made in coordination with physical changes in roadway conditions or roadside developments. Unusually short zones of less than one-half mile in length should be avoided to reduce driver confusion.

The E&T Surveys for the City were conducted in accordance with procedures outlined in the California MUTCD and as required by Section 627 of the CVC. The Code further describes three elements of an E&T Survey:

1. Measurement of prevailing speed;

2. Accident history; and

3. Roadway characteristics not readily apparent to the motorist.

Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement.

Elements Of the Engineering and Traffic Survey
The California MUTCD specifies the methodology to be used for completing E&T Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of the E&T Survey are discussed in more detail as follows:

Speed Sampling
Existing vehicle speeds are surveyed by a certified radar operator with a calibrated radar unit in an unmarked vehicle. Speed samples are taken for each segment representing a statistically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key element in the evaluation is the identification of the 85th percentile speed. The 85th percentile speed is the speed at or below which 85 percent of the traffic travels. This threshold represents what is 2024 Engineering and Traffic Survey Report

4 CITY OF COMPTON

historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. A speed limit is established in the three options below.

Options:
▪ Closest to 85th Percentile Speed – A speed limit is established at the nearest 5-mile per hour increment to the 85th percentile speed.
▪ California MUTCD Option 2 - For cases in which the nearest 5 mph increment of the 85th- percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b).
▪ Reduction using Segments with Special Conditions - For cases in which the nearest 5 mph increment of the 85th-percentile speed would require rounding down, the posted speed may be reduced by an additional 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5.

If the speed limit to be posted has had the 5 mph reduction applied, then an E&T Survey shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5.

The following examples are provided to explain the application of these speed limit criteria:

If the 85th percentile speed in a speed survey for a location was 33 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round up to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed.
▪ California MUTCD Option 2 - Instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied. ▪ Reduction using Segments with Special Conditions - The first step is to round up, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed.

As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey. However, it is best to apply MUTCD Option 2 in these scenarios as it will not require documentation of conditions and justification to lower the speed limit.

If the 85th percentile speed in a speed survey for a location was 37 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round down to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed.
2024 Engineering and Traffic Survey Report

5 CITY OF COMPTON

▪ California MUTCD Option 2 – This option is not applicable to 85th percentile speeds that already round down to the nearest 5-mph increment using the “Closest to 85th Percentile Speed” option. ▪ Reduction using Segments with Special Conditions - The first step is to round down, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey.

Crash History
Reported crashes are reviewed for each street segment to determine if there is a higher than expected average rate of crashes. A segment that has an above-average crash rate typically suggests conditions that are not readily apparent to motorists.

Conditions Not Readily Apparent to Motorists
Each street segment is field inspected to identify roadway conditions that may not be readily apparent to motorists. A determination is made whether any conditions are significant and warrant the recommendation of the speed limit 5 mph below the basic speed limit.

Retain Currently Adopted or Restore Immediately Prior Speed Limit – New from AB 43 The City may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8, added through AB 43.

The currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&T Survey, the City finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&T Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

If the City decides to use a lower speed limit based on CVC Section 22358.8, after completing an E&T Survey and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit or not below the immediately prior speed limit. Refer to CVC Section 22358.8(b).

2024 Engineering and Traffic Survey Report

6 CITY OF COMPTON

Survey Conditions
Survey Locations
The procedures described below describe the criteria and methods used to survey selected streets within the City of Compton. The specific location of the radar speed survey for each street segment was selected after considering the following:

1. Minimum stop sign and traffic signal influence.

2. Minimum visibility restrictions.

3. Non-congested traffic flow away from intersections and driveways.

4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle.

Data Collection
Data of existing conditions was obtained including prevailing speed of vehicles, traffic crashes, visibility restrictions, and roadway conditions within the community. Speed data and field reviews were conducted at 70 locations during the months of January and February 2024.

Speed Data
Radar speed measurements were conducted at 70 locations during the month of January and February 2024. The radar speed distribution forms are in Appendix B. All surveys were conducted in good weather conditions, during off-peak hours on weekdays. The radar unit was operated from an unmarked vehicle to minimize any influence on driver behavior. Typically, a minimum sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained for each segment.

Traffic speeds in both directions were recorded for individual segments.

Field Review Data
A field review was conducted for each of the selected street segments in the City with consideration for the following factors:

1. Street width and alignment;

2. Pedestrian activity and traffic flow characteristics;

3. Number of lanes and other channelization and striping patterns;

4. Frequency of intersections, driveways, and on-street parking;

5. Location of stop signs and other regulatory traffic control devices;

6. Visibility obstructions;
2024 Engineering and Traffic Survey Report

7 CITY OF COMPTON

7. Land use and proximity to schools;

8. Pedestrian and bicycle usage;

9. Uniformity with existing speed zones and those in adjacent jurisdictions; and

10. Any other unusual condition not readily apparent to the driver.

Crash Data
Crash data was obtained from the California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic crash database. For this study, crash data was used from the latest 3 years of reported accidents from January 1, 2021 to December 31, 2023. The crash rates for the 70 segments are expressed in crashes per million vehicle miles (C/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment. This information was then entered into the following formula to determine the crash rate:

𝑹 = 𝑪 × 𝟏, 𝟎𝟎𝟎, 𝟎𝟎𝟎
𝒕 × 𝟑𝟔𝟓 𝒅𝒂𝒚𝒔
𝒚𝒆𝒂𝒓 × 𝒍 × 𝒗

C = Number of midblock crashes over time period
R = Crash Rate (crashes/million vehicle miles)
t = Time Period Covered (in years)
l = Length of Segment (miles)
v = Traffic Volume (average daily traffic)
The segment crash rate was then compared to the average statewide crash rate of similar roadways.

The average statewide crash rates were obtained from 2021 Collision Data on California State Highways published by Caltrans.

Analysis
Criteria
Survey data was compiled and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California MUTCD. Some of the criteria used are:

A. The critical speed or 85th percentile speed is that speed at or below which 85 percent of the traffic is moving. This speed is the baseline value in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the critical speed are not considered reasonable and safe. Speed limits set lower than the critical speed make a large number of reasonable drivers "unlawful," and do not facilitate the orderly flow of traffic. The “basic speed limit” is the nearest 5 mph increment to the 85th percentile speed.

B. The 10 mile per hour (mph) pace speed is the 10 mph increment that contains the highest percentage of vehicles. It is a measure of the dispersion of speeds across the range of the samples surveyed. An accepted practice is to keep the speed limit within the 10 mph pace while 2024 Engineering and Traffic Survey Report

8 CITY OF COMPTON

considering the critical speed and other factors that might require a speed lower than the critical speed.

C. The crash rate for each street segment is compared to average crash rates that can be reasonably expected to occur on streets and highways in other jurisdictions, in proportion to the volume of traffic per lane mile. These average crash rates have been developed by the State of California and are considered reasonable for use in the City of Compton.

Results and Engineering and Traffic Survey Recommendations The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of available data and recommend a speed limit for each street segment surveyed based on the guidelines for an Engineering and Traffic Survey set forth by the California MUTCD and the CVC. A complete summary of all recommendations is shown in Table 1. In each case, the recommended speed limit was consistent with the prevailing behavior as demonstrated by the radar speed measurements.

Typically, a speed limit in the upper range of the 10-mile pace was selected unless a crash rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits 5 mph or more below the basic speed limit are fully explained later in this report.

The Legislature, in adopting Section 22358.5 of the CVC, has made it clear that physical conditions, such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not be the basis for special downward speed zoning. In these cases, the basic speed law (CVC Section 22350) is sufficient to regulate such conditions.

Retain Currently Adopted or Restore Immediately Prior Speed Limit Application Using CVC Section 22358.8, a new section added due to AB 43, the City can choose to use previous speed limits from the currently adopted or immediately prior Engineer’s E&T recommendations. This decision is made by the City after an Engineering and Traffic Survey has been completed and is applicable if each of the following three conditions are met:

1. The agency identifies that the posted speed limit is reasonable or safe

2. An Engineer has verified that no general purpose lanes have been added

3. The speed limit was established with an Engineering and Traffic Survey For segments with limits that have been redefined and currently have two different posted speed limits along the segment, the lower of the two speed limits may be retained since the segment has consistent roadway and land use conditions and is adequately combined as a single segment, verified by an Engineer.

2024 Engineering and Traffic Survey Report

9 CITY OF COMPTON

Speed Limit Recommendations
The recommendations contained in this Report are intended to establish prima facie speed limits. They are not intended to be absolute for all prevailing conditions. All prima facie speed violations are actually violations of the basic speed law (CVC Section 22350). This statute states that a person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit is intended to establish a maximum safe speed under normal conditions.

Table 1 summarizes the data collected and recommended speed limit for each segment in this E&T Survey.

Table 2 identifies the street segments with recommended changes in posted speed limit for 2023.

Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

EAST ALAMEDA
STREET

AUTO DRIVE GREENLEAF

BOULEVARD
22,475 401.07 30-390.160.25 59 *35351 %

EAST ALAMEDA
STREET

GREENLEAF

BOULEVARD

COMPTON

BOULEVARD
3,762 411.07 28-370.241 56 *35352 %

EAST ALAMEDA
STREET

COMPTON

BOULEVARD

ROSECRANS
AVENUE
5,679 371.07 28-370.000.5 62 Closest to 85th Speed35353 %

EAST ALAMEDA
STREET

ROSECRANS
AVENUE

NORTH CITY
LIMIT
7,102 431.07 32-410.101.3 54 *35**40**4 %

WEST ALAMEDA
STREET

SOUTH CITY LIMIT GREENLEAF

BOULEVARD
22,031 390.64 30-390.170.75 81 Closest to 85th Speed40405 %

WEST ALAMEDA
STREET

GREENLEAF

BOULEVARD

ALONDRA

BOULEVARD
15,877 420.66 32-410.000.5 70 Closest to 85th Speed40406 %

WEST ALAMEDA
STREET

ALONDRA

BOULEVARD

COMPTON

BOULEVARD
18,999 380.66 27-360.000.5 72 Closest to 85th Speed40407 %

WEST ALAMEDA
STREET

COMPTON

BOULEVARD

ROSECRANS
AVENUE
25,412 390.66 28-370.140.5 71 Closest to 85th Speed40408 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 10 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

WEST ALAMEDA
STREET

ROSECRANS
AVENUE

NORTH CITY
LIMIT
28,190 480.77 36-450.071.4 64 *40459 %

ALONDRA

BOULEVARD

WEST CITY LIMIT WILMINGTON
AVENUE
17,435 440.66 33-420.191.4 68 California MUTCD Option 2404010 %

ALONDRA

BOULEVARD

WILMINGTON
AVENUE

ALAMEDA
STREET
18,419 440.66 33-420.401 66 California MUTCD Option 2404011 %

ALONDRA

BOULEVARD

ALAMEDA STREET LONG BEACH

BOULEVARD
22,498 400.64 29-380.000.7 77 Closest to 85th Speed40**40**12 %

ALONDRA

BOULEVARD

LONG BEACH

BOULEVARD
EAST CITY LIMIT 27,051 400.64 29-380.001.4 78 Closest to 85th Speed404013 % APRA STREET VICTORIA STREET ACACIA AVENUE 2,869 400.66 25-340.000.43 51 Closest to 85th Speed404514 %

ARTESIA

BOULEVARD (EB)
CENTRAL AVENUE ACACIA AVENUE 6,996 460.93 32-410.001.36 50 Closest to 85th Speed454515 %

ARTESIA

BOULEVARD
(WB)
CENTRAL AVENUE ACACIA AVENUE 3,005 470.93 34-430.671.36 54 Closest to 85th Speed454516 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 11 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

ARTESIA

BOULEVARD

ACACIA AVENUE SANTA FE
AVENUE
11,450 430.93 33-420.530.6 59 California MUTCD Option 2404517 %

ARTESIA

BOULEVARD

SANTA FE AVENUE SUSANA ROAD /

HARBOR DRIVE
8,315 380.93 27-360.270.4 65 Closest to 85th Speed404518 %

ATLANTIC
AVENUE

ALONDRA

BOULEVARD

SOUTH CITY
LIMIT
18,513 440.66 34-430.100.5 73 *353519 %

BRADFIELD
AVENUE

ROSECRANS
AVENUE

COMPTON

BOULEVARD
2,905 291.07 21-300.000.5 74 *303020 %

BULLIS ROAD COMPTON

BOULEVARD

ROSECRANS
AVENUE
10,026 381.07 27-360.180.5 81 California MUTCD Option 2353021 %

BULLIS ROAD ROSECRANS
AVENUE

NORTH CITY
LIMITS
12,979 360.66 28-370.000.65 82 *303022 %

CENTRAL
AVENUE

SOUTH CITY LIMIT GREENLEAF

BOULEVARD
26,932 430.64 32-410.150.7 65 California MUTCD Option 2404023 %

CENTRAL
AVENUE

GREENLEAF

BOULEVARD

COMPTON

BOULEVARD
24,576 420.64 30-390.101.1 71 Closest to 85th Speed404024 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 12 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

CENTRAL
AVENUE

COMPTON

BOULEVARD

ROSECRANS
AVENUE
22,495 360.64 27-360.000.5 83 Closest to 85th Speed354025 %

CENTRAL
AVENUE

ROSECRANS
AVENUE

NORTH CITY
LIMIT
25,046 420.77 32-410.151 66 Closest to 85th Speed404526 %

COMPTON
AVENUE

SLATER AVENUE EL SEGUNDO

BOULEVARD
2,821 321.07 23-320.000.41 77 *253527 %

COMPTON

BOULEVARD

WEST CITY LIMIT WILMINGTON
AVENUE
23,101 390.66 30-390.091.3 76 California MUTCD Option 2353528 %

COMPTON

BOULEVARD

WILMINGTON
AVENUE
ACACIA AVENUE 23,820 400.66 29-380.250.62 72 *353529 %

COMPTON

BOULEVARD

ACACIA AVENUE SANTA FE
AVENUE
18,175 370.64 28-370.000.6 83 Closest to 85th Speed353530 %

COMPTON

BOULEVARD
SANTA FE AVENUE BULLIS ROAD 25,607 430.66 29-380.000.5 64 California MUTCD Option 2404031 %

COMPTON

BOULEVARD
BULLIS ROAD EAST CITY LIMIT 23,340 390.66 27-360.031.4 75 Closest to 85th Speed404032 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 13 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

EL SEGUNDO

BOULEVARD

CENTRAL AVENUE WILMINGTON
AVENUE
24,889 440.66 32-410.300.86 65 California MUTCD Option 2404033 %

GREENLEAF

BOULEVARD

CENTRAL AVENUE WILLOWBROOK
AVENUE
13,459 400.66 30-390.141.44 78 Closest to 85th Speed404034 %

GREENLEAF

BOULEVARD

WILLOWBROOK
AVENUE

LONG BEACH

BOULEVARD
13,517 411.07 30-390.001 75 Closest to 85th Speed404035 %

GREENLEAF

BOULEVARD

LONG BEACH

BOULEVARD
EAST CITY LIMIT 4,317 371.07 28-370.000.7 77 Closest to 85th Speed353536 %

LONG BEACH

BOULEVARD

SOUTH CITY LIMIT ALONDRA

BOULEVARD
24,948 381.07 29-380.000.5 77 California MUTCD Option 2354037 %

LONG BEACH

BOULEVARD

ALONDRA

BOULEVARD

COMPTON

BOULEVARD
27,899 380.64 29-380.070.5 79 California MUTCD Option 2353538 %

LONG BEACH

BOULEVARD

COMPTON

BOULEVARD

ROSECRANS
AVENUE
25,750 380.64 28-370.070.5 80 California MUTCD Option 2353539 %

LONG BEACH

BOULEVARD

ROSECRANS
AVENUE

NORTH CITY
LIMIT
32,359 390.66 28-370.000.55 79 California MUTCD Option 2353540 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 14 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

MANVILLE
STREET
WEST CITY LIMIT EAST CITY LIMIT 3,537 370.66 24-330.231.1 54 Closest to 85th Speed353541 % McMILLAN
STREET
THORSON AVENUE EAST CITY LIMIT 3,011 301.07 21-300.000.61 81 *252542 %

PALMER STREET ALAMEDA STREET SANTA FE
AVENUE
4,975 300.64 21-300.000.23 68 Closest to 85th Speed303043 %

PALMER STREET SANTA FE AVENUE LONG BEACH

BOULEVARD
5,626 350.64 26-350.000.43 73 *303044 %

PARMELEE
AVENUE
138TH STREET EL SEGUNDO

BOULEVARD
2,698 311.07 21-300.940.72 78 Closest to 85th Speed303045 %

ROSECRANS
AVENUE

WEST CITY LIMIT WILMINGTON
AVENUE
30,332 380.64 29-380.101.46 82 Closest to 85th Speed404046 %

ROSECRANS
AVENUE

WILMINGTON
AVENUE
ACACIA AVENUE 31,818 400.64 29-380.100.6 74 Closest to 85th Speed40**40**47 %

ROSECRANS
AVENUE

ACACIA AVENUE SANTA FE
AVENUE
45,110 390.64 30-390.000.61 83 Closest to 85th Speed404048 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 15 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

ROSECRANS
AVENUE
SANTA FE AVENUE BULLIS ROAD 27,557 400.64 27-360.000.5 73 Closest to 85th Speed404049 %

ROSECRANS
AVENUE
BULLIS ROAD EAST CITY LIMIT 30,518 420.64 31-400.000.53 71 Closest to 85th Speed404050 %

SANTA FE
AVENUE

ARTESIA

BOULEVARD

GREENLEAF

BOULEVARD
41,188 450.66 33-420.140.47 60 *404051 %

SANTA FE
AVENUE

GREENLEAF

BOULEVARD

ALONDRA

BOULEVARD
26,910 460.66 35-440.480.5 66 *404052 %

SANTA FE
AVENUE

ALONDRA

BOULEVARD

COMPTON

BOULEVARD
33,699 390.64 29-380.000.5 76 Closest to 85th Speed404053 %

SANTA FE
AVENUE

COMPTON

BOULEVARD

ROSECRANS
AVENUE
26,242 390.64 29-380.350.5 78 Closest to 85th Speed404054 %

SANTA FE
AVENUE

ROSECRANS
AVENUE

NORTH CITY
LIMIT
19,869 390.66 28-370.191.23 79 Closest to 85th Speed404055 %

VICTORIA STREET WILMINGTON
AVENUE
APRA STREET 10,923 390.66 28-370.000.24 53 Closest to 85th Speed404056 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 16 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

VICTORIA STREET APRA STREET SOUTH CITY
LIMIT
8,883 380.77 23-320.470.44 55 Closest to 85th Speed404557 %

WALNUT STREET WEST CITY LIMIT WILMINGTON
AVENUE
3,839 360.64 20-290.000.7 53 Closest to 85th Speed353558 %

WALNUT STREET WILMINGTON
AVENUE
ACACIA AVENUE 3,675 421.07 31-400.780.64 53 *353559 %

WILLOWBROOK

AVE (EAST)

GREENLEAF

BOULEVARD

ALONDRA

BOULEVARD
1,910 401.07 29-380.000.5 58 *353060 %

WILLOWBROOK

AVE (EAST)

ALONDRA

BOULEVARD
PALMER STREET 2,011 381.07 27-360.000.5 66 California MUTCD Option 2353061 %

WILLOWBROOK

AVE (EAST)
500' SOUTH OF ELM
STREET

ROSECRANS
AVENUE
3,225 361.07 26-350.000.5 70 *303062 %

WILLOWBROOK

AVE (WEST)

GREENLEAF

BOULEVARD

ALONDRA

BOULEVARD
3,316 361.07 27-360.000.5 59 *303063 %

WILLOWBROOK

AVE (WEST)

ALONDRA

BOULEVARD

COMPTON

BOULEVARD
4,763 361.07 26-350.380.5 76 *303564 %
2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 17 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
PaceAct.

Posted
Speed
Limit
Rec.

Speed
Limit Comments*No.

CITY OF COMPTON

WILLOWBROOK

AVE (WEST)

COMPTON

BOULEVARD

ROSECRANS
AVENUE
4,962 311.07 22-311.100.5 72 Closest to 85th Speed303565 %

WILMINGTON
AVENUE

SOUTH CITY LIMIT GREENLEAF

BOULEVARD
34,786 380.64 28-370.210.88 79 California MUTCD Option 2353566 %

WILMINGTON
AVENUE

GREENLEAF

BOULEVARD

ALONDRA

BOULEVARD
22,089 400.66 30-390.250.5 72 *353567 %

WILMINGTON
AVENUE

ALONDRA

BOULEVARD

COMPTON

BOULEVARD
20,419 390.66 31-400.270.5 79 California MUTCD Option 2354068 %

WILMINGTON
AVENUE

COMPTON

BOULEVARD

ROSECRANS
AVENUE
21,723 410.64 29-380.000.5 75 *353569 %

WILMINGTON
AVENUE

ROSECRANS
AVENUE

NORTH CITY
LIMIT
20,903 370.64 27-360.041 83 Closest to 85th Speed35**35**70 % 2024 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 18 *** Accident rate units: Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Table 2 - Street Segments with Recommended Speed Changes Street From To Existing New ChangeNo.

CITY OF COMPTON
EAST ALAMEDA STREET ROSECRANS AVENUE NORTH CITY LIMIT 535404 - WEST ALAMEDA STREET ROSECRANS AVENUE NORTH CITY LIMIT 540459 - APRA STREET VICTORIA STREET ACACIA AVENUE 5404514 -
ARTESIA BOULEVARD ACACIA AVENUE SANTA FE AVENUE 5404517 - ARTESIA BOULEVARD SANTA FE AVENUE SUSANA ROAD / HARB 5404518 - BULLIS ROAD COMPTON BOULEVARD ROSECRANS AVENUE 5353021 + CENTRAL AVENUE COMPTON BOULEVARD ROSECRANS AVENUE 5354025 - CENTRAL AVENUE ROSECRANS AVENUE NORTH CITY LIMIT 5404526 - COMPTON AVENUE SLATER AVENUE EL SEGUNDO BOULEVA 10253527 - LONG BEACH BOULEVAR SOUTH CITY LIMIT ALONDRA BOULEVARD 5354037 - VICTORIA STREET APRA STREET SOUTH CITY LIMIT 5404557 -
WILLOWBROOK AVE (EA GREENLEAF BOULEVARD ALONDRA BOULEVARD 5353060 + WILLOWBROOK AVE (EA ALONDRA BOULEVARD PALMER STREET 5353061 + WILLOWBROOK AVE (W ALONDRA BOULEVARD COMPTON BOULEVAR 5303564 - WILLOWBROOK AVE (W COMPTON BOULEVARD ROSECRANS AVENUE 5303565 - WILMINGTON AVENUE ALONDRA BOULEVARD COMPTON BOULEVAR 5354068 - NP= Not Posted
PL= Post Limit 2024 Engineering and Traffic Survey Report 19 2024 Engineering and Traffic Survey Report

CITY OF COMPTON

20 Segments with Special Conditions
The following segments surveyed had recommended speed limits that were 5 miles per hour (mph) or more above or below the 85th percentile speed due to conditions not readily apparent to the driver.

Each segment is discussed below.

Segment 1 – East Alameda Street – Auto Drive to Greenleaf Boulevard This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 22,475 vehicles per day. The adjacent land is industrial along the 0.25-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to keep the speed limit posted at 35 mph.

Segment 2 – East Alameda Street – Greenleaf Boulevard to Compton Boulevard This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 3,762 vehicles per day. The adjacent land is industrial and commercial along the 1.0-mile-long segment.

The 85th percentile speed is 41 mph and would normally justify a 40 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to keep the speed limit posted at 35 mph.

Segment 4 – East Alameda Street – Rosecrans Avenue to North City Limit This segment is currently posted at 40 mph and has one through lane in each direction with an ADT of 7,102 vehicles per day. The adjacent land is industrial with a school along the 1.3-mile-long segment.

The 85th percentile speed is 43 mph and would normally justify a 40 mph posted speed limit using the MUTCD Option 2 to round down to the nearest 5 mph speed. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to post the speed limit at 35 mph.

Segment 9 – West Alameda Street – Rosecrans Avenue to North City Limit This segment is currently posted at 45 mph and has one through lane in each direction with an ADT of 28,190 vehicles per day. The adjacent land is industrial and commercial along the 1.4-mile-long segment.

The 85th percentile speed is 48 mph and would normally justify a 45 mph posted speed limit using the MUTCD Option 2 to round down to the nearest 5 mph speed. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to post the speed limit at 40 mph.

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

21 Segment 19 – Atlantic Avenue – Alondra Boulevard to South City Limit This segment is currently posted at 35 mph and has two lanes in each direction with an ADT of 18,513 vehicles per day. The adjacent land is residential and industrial along the 0.5-mile-long segment. The 85th percentile speed is 44 mph and would normally justify a 40 mph posted speed limit using the MUTCD Option 2 to round down to the nearest 5 mph speed. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the prior speed limit from the 2010 E&T Survey to post the speed limit at 35 mph.

Segment 22 – Bullis Road – Rosecrans Avenue to North City Limit This segment is currently posted at 30 mph and has two lanes in each direction with an ADT of 12,979 vehicles per day. The adjacent land is residential and commercial along the 0.65-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to keep the speed limit posted at 30 mph.

Segment 29 – Compton Boulevard – Wilmington Avenue to Acacia Avenue This segment is currently posted at 35 mph and has two lanes in each direction with an ADT of 23,820 vehicles per day. The adjacent land is residential and commercial along the 0.62-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2013 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. However, due to moderate pedestrian use and an uncontrolled crosswalk that may not be apparent to unfamiliar drivers and to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 35 mph for the above reason.

Segment 42 – McMillan Street – Thorson Avenue to East City Limit This segment is currently posted at 25 mph and has one through lane in each direction separated by a raised median with an ADT of 13,697 vehicles per day. The adjacent land is residential along the 0.61- mile-long segment. The 85th percentile speed is 30 mph and would normally justify a 30 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 25 mph for the above reason.

Segment 44 – Palmer Street – Santa Fe Avenue to Long Beach Boulevard This segment is currently posted at 35 mph and has two through lanes in each direction with an ADT of 5,626 vehicles per day. The adjacent land is residential along the 0.43-mile-long segment. The 85th percentile speed is 35 mph and would normally justify a 35 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 30 mph for the above reason. 2024 Engineering and Traffic Survey Report

CITY OF COMPTON

22 Segment 51 – Santa Fe Avenue – Artesia Boulevard to Greenleaf Boulevard This segment is currently posted at 40 mph and has two lanes in each direction with an ADT of 41,188 vehicles per day. The adjacent land is industrial along the 0.47-mile-long segment. The 85th percentile speed is 45 mph and would normally justify a 45 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to keep the speed limit at 40 mph.

Segment 52 – Santa Fe Avenue – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 40 mph and has two lanes in each direction with an ADT of 26,910 vehicles per day. The adjacent land is industrial along the 0.5-mile-long segment. The 85th percentile speed is 46 mph and would normally justify a 45 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to keep the speed limit at 40 mph.

Segment 59 – Walnut Street – Wilmington Avenue to Acacia Avenue This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 3,675 vehicles per day. The adjacent land is industrial along the 0.64-mile-long segment. The 85th percentile speed is 42 mph and would normally justify a 40 mph posted speed limit. However, to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 35 mph for the above reason. egment 60 – Willowbrook Avenue (East) – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 30 mph and has two lanes in the east direction with an ADT of 1,910 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2010 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2010 E&T Survey to post the speed limit at 35 mph.

Segment 62 – Willowbrook Avenue (East) – 500’ South of Elm Street to Rosecrans Avenue This segment is currently posted at 30 mph and has two lanes in the east direction with an ADT of 3,225 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. Since the 2016 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2016 E&T Survey to keep the speed limit posted at 30 mph.

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

23 Segment 63 – Willowbrook Avenue (West) – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 30 mph and has two lanes in the west direction with an ADT of 3,316 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 30 mph for the above reason.

Segment 64 – Willowbrook Avenue (West) – Alondra Boulevard to Compton Boulevard This segment is currently posted at 35 mph and has two lanes in the west direction with an ADT of 4,763 vehicles per day. The adjacent land is residential with a civic center along the 0.5-mile-long segment.

The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. However, to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit be posted at 30 mph for the above reason.

Segment 67 – Wilmington Avenue – Greenleaf Boulevard to Alondra Boulevard This segment is currently posted at 35 mph and has two lanes each direction with an ADT of 22,089 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. Since the 2016 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2016 E&T Survey to keep the speed limit posted at 35 mph.

Segment 69 – Wilmington Avenue – Compton Boulevard to Rosecrans Avenue This segment is currently posted at 35 mph and has two lanes in each direction, divided by a raised median with an ADT of 21,723 vehicles per day. The adjacent land is residential along the 0.5-mile-long segment. The 85th percentile speed is 41 mph and would normally justify a 40 mph posted speed limit.

However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity with adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 35 mph for the above reason.

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

24 Comprehensive List of Abbreviations
E&T= Engineering and Traffic Survey
CVC= California Vehicle Code
California MUTCD= California Manuel on Uniform Traffic Control Devices AB43= Assembly Bill 43
SWITRS= California Highway Patrol’s Statewide Integrated Traffic Records System C/MVM= Collisions per million vehicle miles
NP= Not Posted
PL= Post Limit
Exp.= Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate Act.= Actual Collision Rate based on reported collisions mi.= miles
Rec.= Recommended
mph= miles per hour
ADT= Average Daily Traffic
X-Walks= Crosswalks

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

25 Legislative References
Applicable Sections of California Vehicle Code
The following sections of the CVC are from the most recently published CVC as of August 2023 and contain new sections pertaining to AB 43.

Engineering and Traffic Surveys
Section 627.
(a) “Engineering and traffic survey,” as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses of business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

26 Basic Speed Law
Section 22350.

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

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

Prima Facie Speed Limits
Section 22352.

The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways, if during the last 100 feet of the driver’s approach to the intersection, the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. 2024 Engineering and Traffic Survey Report

CITY OF COMPTON

27 Section 22357.1.

Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children’s playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 mile per hour speed limit shall be effective when signs giving notice of the speed limit are posted.

Section 22358.4
(a)
(1) Wherever a local authority determines upon the basis on an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by subdivision (b) of Section 22352 is more than reasonable or safe, the local authority my, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected up on the highway.
(b)
(1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or 2024 Engineering and Traffic Survey Report

CITY OF COMPTON

28 other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5)
(A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For the purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For the purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at a distance between 500 and 1,000 feet away from school grounds.

Business Activity Districts
Section 22358.9.
(a)
(1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the flowing conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. 2024 Engineering and Traffic Survey Report

CITY OF COMPTON

29 (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that a portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8. (d) A local authority shall issue only warning citation for violation of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

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

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

30 Section 22358.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

Section 22358.3.

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

Section 22360.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the speed limit of 65 miles per hour is more than is reasonable or safe upon any portion of a highway other than a state highway for a distance of not exceeding 2,000 feet in length between district, either business or residence, the local authority may determine and declare a reasonable and safe prima facie limit thereon lower than 65 mile per hour, but not less than 25 miles per hour, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street or highway.

Downward Speed Zoning
Section 22358.5.

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

Safety Corridors (Added code from AB 43)
Section 22358.7.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
2024 Engineering and Traffic Survey Report

CITY OF COMPTON

31 (1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) A portion of the highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(3) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government code, whichever is sooner.
(4) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Maintaining Posted Speeds (Added code from AB 43)
Section 22358.8.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Boundary Line Streets
Section 22359.

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

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

32 Speed Trap Prohibition
Section 40801.

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

Speed Trap
Section 40802.
(a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving object. This paragraph does not apply to a local street, road, or school zone.
(b)
(1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign.
2024 Engineering and Traffic Survey Report

CITY OF COMPTON

33 (3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour of 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section. (c)
(1) When all the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C)
(i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

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

Speed Trap Evidence
Section 40803.
(a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) subdivision (a) of Section 40802.
2023 Engineering and Traffic Survey Report

CITY OF COMPTON

APPENDIX A
Street Segment Data

2024 ENGINEERING AND TRAFFIC SURVEY 1Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 12:47PM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 30-39
Percentage of Vehicles in Pace 59
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.16
On-Street Parking Both sides
Segment Length 0.25
Sidewalks None
Driveways East side only
Width 40
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Compton was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 197
Average Daily Traffic (ADT) 22475
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET EAST ALAMEDA STREET

FROM AUTO DRIVE TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd; All Way Stop at Auto Dr 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 2Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 2:50PM
85th Percentile Speed 41
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 56
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.24
On-Street Parking Both sides
Segment Length 1.00
Sidewalks East side only
Driveways East side only
Width 48
Adjacent Land Use Industrial, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3762
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET EAST ALAMEDA STREET

FROM GREENLEAF BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd, Myrrh St, Compton Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 3Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 9:54AM
85th Percentile Speed 37
50th Percentile Speed 32
10 mph Pace 28-37
Percentage of Vehicles in Pace 62
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 50
Adjacent Land Use Commercial, industrial, park
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5679
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal & All Way Stop
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET EAST ALAMEDA STREET

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Compton Blvd, Palmer St, Rosecrans Ave; 3-Way Stop at Elm St
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 4Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 43
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 54
Posted Speed Limit 40
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 1.30
Sidewalks East side only
Driveways East side only
Width 50
Adjacent Land Use Industrial, School
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7102
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal; Pine St, El Segundo Blvd Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET EAST ALAMEDA STREET

FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Rosecrans; All Way Stop at Pine St; 3-Way Stop at El Segundo Blvd, Weber Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 5Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 12:27PM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 81
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.64
Crash Rate 0.17
On-Street Parking None
Segment Length 0.75
Sidewalks Westside only
Driveways Westside only
Width 70
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22031
Number of Lanes 4 lanes with raised median
Marked X-Walks at Greenleaf Blvd
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET WEST ALAMEDA STREET

FROM SOUTH CITY LIMIT TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes, for 91 fwy underpass
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Manville St, 91 Fwy EB Ramps, 91 Fway, WB Ramps, Auto Dr S, Towne Ctr Dr, Greenleaf Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 6Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 12:06PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Westside only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 15877
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET WEST ALAMEDA STREET

FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes, near Alondra Blvd
Visibility Fair
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 7Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 11:43AM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 72
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking None
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Industrial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18999
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET WEST ALAMEDA STREET

FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes, near Alondra Blvd
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 8Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 11:15AM
85th Percentile Speed 39
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Total Crashes 2
Statewide Average Crash Rate 0.66
Crash Rate 0.14
On-Street Parking Westside only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25412
Number of Lanes 4 lanes
Marked X-Walks at Compton Blvd, Palmer St, Elm St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET WEST ALAMEDA STREET

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes, at Rosecrans Ave
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Palmer St, Elm St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 9Segment

CITY OF COMPTON
Date of Speed Survey 1/25/2024
Time of Speed Survey 10:54AM
85th Percentile Speed 48
50th Percentile Speed 42
10 mph Pace 36-45
Percentage of Vehicles in Pace 64
Posted Speed Limit 45
Total Crashes 3
Statewide Average Crash Rate 0.77
Crash Rate 0.07
On-Street Parking Westside only
Segment Length 1.40
Sidewalks Westside only
Driveways Westside only
Width 58
Adjacent Land Use Industrial, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 28190
Number of Lanes 4 lanes
Marked X-Walks at Pine St, El Segundo Blvd, Weber Ave
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET WEST ALAMEDA STREET

FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes, at Rosecrans Ave
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Rosecrans Ave, Pine St, 133rd St, El Segundo Blvd, Weber Ave, Industry Way
2010 ET Recommendation 40 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 10Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 11:02AM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.66
Crash Rate 0.19
On-Street Parking Both sides
Segment Length 1.40
Sidewalks Both sides
Driveways Both sides
Width 75
Adjacent Land Use Residentrial, airport, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 17435
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ALONDRA BOULEVARD

FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Haskins Ln, Caswell Ave, Aprilia Ave, Central Ave, Wilmington Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 11Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 11:27AM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Total Crashes 8
Statewide Average Crash Rate 0.66
Crash Rate 0.40
On-Street Parking Both sides
Segment Length 1.00
Sidewalks Both sides
Driveways Both sides
Width 52
Adjacent Land Use Residential, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18419
Number of Lanes 4 lanes with two-way left--turn and bike lanes Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ALONDRA BOULEVARD

FROM WILMINGTON AVENUE TO ALAMEDA STREET
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave, Central Ave, Oleander Ave, Acacia Ave, Willowbrook Ave, Tamarind Ave, Alameda St W
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 12Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 11:50AM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 29-38
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.70
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Industrial, residential, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22498
Number of Lanes 4 lanes w/ raised median and bike lanes Marked X-Walks at Traffic Signal and Burris Ave
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ALONDRA BOULEVARD

FROM ALAMEDA STREET TO LONG BEACH BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alameda St W, Alameda St E, Santa Fe Ave, Mayo Ave, Poinsetta Ave, Long Beach Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 13Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 12:19PM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 1.40
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Residential,
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27051
Number of Lanes 4 lanes with raised medians and bike lanes Marked X-Walks at Long Beach Blvd, Bullis Rd, Ward Ave, Bradfield Ave, Pannes Ave, Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ALONDRA BOULEVARD

FROM LONG BEACH BOULEVARD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Long Beach Blvd, Bradfield Ave, Harris Ave, White Ave, Atlantic Ave, I-710 NB Ramps, Home Depot, Atlantic Pl, 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 14Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 10:11AM
85th Percentile Speed 40
50th Percentile Speed 31
10 mph Pace 25-34
Percentage of Vehicles in Pace 51
Posted Speed Limit 45
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking None
Segment Length 0.43
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2869
Number of Lanes 4 lanes with left-turn lane
Marked X-Walks None
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET APRA STREET

FROM VICTORIA STREET TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control None
2010 ET Recommendation 40 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 15Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 12:51PM
85th Percentile Speed 46
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 50
Posted Speed Limit 45
Total Crashes 0
Statewide Average Crash Rate 0.93
Crash Rate 0.00
On-Street Parking None
Segment Length 1.36
Sidewalks None
Driveways Southside only
Width 30
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 45
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 100
Average Daily Traffic (ADT) 6996
Number of Lanes 2 lanes, both eastbound
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET ARTESIA BOULEVARD (EB)

FROM CENTRAL AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting None
Traffic Control Traffic Signal at Central Ave, Wilmington Ave 2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 16Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 2:47PM
85th Percentile Speed 47
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 54
Posted Speed Limit 45
Total Crashes 3
Statewide Average Crash Rate 0.93
Crash Rate 0.67
On-Street Parking None
Segment Length 1.36
Sidewalks None
Driveways North side only
Width 32
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 45
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 100
Average Daily Traffic (ADT) 3005
Number of Lanes 2 lanes, westbound
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET ARTESIA BOULEVARD (WB)

FROM CENTRAL AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting None
Traffic Control Traffic Signal at Central Ave, Wilmington Ave, Acacia Ave 2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 17Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 1:23PM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 33-42
Percentage of Vehicles in Pace 59
Posted Speed Limit 45
Total Crashes 4
Statewide Average Crash Rate 0.93
Crash Rate 0.53
On-Street Parking None
Segment Length 0.60
Sidewalks Both sides
Driveways Northside only
Width 64
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11450
Number of Lanes 4 lanes with raised median
Marked X-Walks at Crystal Casino Driveway, Santa Fe Ave Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ARTESIA BOULEVARD

FROM ACACIA AVENUE TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Acacia Ave, Crystal Casino Driveway, Alameda St connector, Santa Fe Ave
2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 18Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 2:00PM
85th Percentile Speed 38
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 65
Posted Speed Limit 45
Total Crashes 1
Statewide Average Crash Rate 0.93
Crash Rate 0.27
On-Street Parking None
Segment Length 0.40
Sidewalks Both sides
Driveways Northside only
Width 90
Adjacent Land Use Commercial, College
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8315
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ARTESIA BOULEVARD

FROM SANTA FE AVENUE TO SUSANA ROAD / HARBOR DRIVE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Susana Rd/Harbor Rd 2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 19Segment

CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 10:43AM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 73
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.66
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18513
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET ATLANTIC AVENUE

FROM ALONDRA BOULEVARD TO SOUTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 20Segment

CITY OF COMPTON
Date of Speed Survey 2/8/2024
Time of Speed Survey 9:19 AM
85th Percentile Speed 29
50th Percentile Speed 25
10 mph Pace 21-30
Percentage of Vehicles in Pace 74
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 28
Adjacent Land Use Residential, school
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2905
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal, Pixley St, Bales St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET BRADFIELD AVENUE

FROM ROSECRANS AVENUE TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Compton Ave 2010 ET Recommendation 25 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 21Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 11:24AM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 81
Posted Speed Limit 30
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.18
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 60
Adjacent Land Use Industrial, residential, park, cemetary Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10026
Number of Lanes 2 lanes with 2-way left-turn
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET BULLIS ROAD

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Rosecrans Ave; All Way Stop at Palmer St
2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 22Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 11:01AM
85th Percentile Speed 36
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 82
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.65
Sidewalks Both sides
Driveways Both sides
Width 54
Adjacent Land Use Residential, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 12979
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal; Queensdale St, Tucker St, McMillan St, Pine St, sou Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET BULLIS ROAD

FROM ROSECRANS AVENUE TO NORTH CITY LIMITS
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Pine St; All Way Stop at Orchard St 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 23Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 1:27PM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.64
Crash Rate 0.15
On-Street Parking None
Segment Length 0.70
Sidewalks Both sides
Driveways Both sides
Width 82
Adjacent Land Use Industrial, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 26932
Number of Lanes 4 lanes with raised median
Marked X-Walks at Radbard St, Artesia Blvd (E), Artesia Blvd (W), Walnut St, Greenle Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET CENTRAL AVENUE

FROM SOUTH CITY LIMIT TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Radbard St, Artesia Blvd (E), Artesia Blvd (W), Walnut St, STG Driveway, Greenleaf Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 24Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 1:06PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 30-39
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.64
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 1.10
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Residential, cemetary, airport, commercial, school Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24576
Number of Lanes 4 lanes with raised medians and bike lanes Marked X-Walks Reeve St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET CENTRAL AVENUE

FROM GREENLEAF BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Caldwell St, Alondra Blvd, 156th St, Compton Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 25Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 12:48PM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 83
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Commercial, residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22495
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal, 144th St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET CENTRAL AVENUE

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Brazil St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 26Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 12:28PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 66
Posted Speed Limit 45
Total Crashes 4
Statewide Average Crash Rate 0.77
Crash Rate 0.15
On-Street Parking None
Segment Length 1.00
Sidewalks Both sides
Driveways Both sides
Width 78
Adjacent Land Use Residential, industrial, commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25046
Number of Lanes 4 lanes with two-way left-turn lane and bike lanes Marked X-Walks at Traffic Signal, and 134th St, 131st St Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET CENTRAL AVENUE

FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, 139th St, Piru St, 135th St, Central St
2010 ET Recommendation 45 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 27Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 9:19AM
85th Percentile Speed 32
50th Percentile Speed 28
10 mph Pace 23-32
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.41
Sidewalks Both sides
Driveways Both sides
Width 56
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 25
Hidden Driveways, adjacent to a school
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2821
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET COMPTON AVENUE

FROM SLATER AVENUE TO EL SEGUNDO BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at El Segnundo Blvd; All Way Stop at 132nd St, 130th St
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 28Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 1:26PM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 76
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.09
On-Street Parking Both sides
Segment Length 1.30
Sidewalks Both sides
Driveways Both sides
Width 60
Adjacent Land Use Commercial, residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23101
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and Goleta St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET COMPTON BOULEVARD

FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wadsworth Ave, Deodora Ave, Central Ave, Tajauta Ave, Dwight Ave, Wilmington Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 29Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 1:09PM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 4
Statewide Average Crash Rate 0.66
Crash Rate 0.25
On-Street Parking Both sides
Segment Length 0.62
Sidewalks Both sides
Driveways Both sides
Width 54
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Uncontrolled Crosswalk, Moderate Pedestrian Use, Maintain Uniformity with Adjacent Segments
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23820
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and Matthisen Ave
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET COMPTON BOULEVARD

FROM WILMINGTON AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave, Aranbe Ave, Oleander Ave, Acacia Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 30Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 12:49PM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 83
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.60
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Commercial, Civic Center
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18175
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET COMPTON BOULEVARD

FROM ACACIA AVENUE TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Slight, at train tracks
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Acacia Ave, Willowbrook Ave (W), Willowbrook Ave (E), Douglas Dollarhide Dr, Alameda St (W), Alameda St (E), 2010 ET Recommendation 30 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 31Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 12:30PM
85th Percentile Speed 43
50th Percentile Speed 35
10 mph Pace 29-38
Percentage of Vehicles in Pace 64
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25607
Number of Lanes 4 lanes with bike lanes
Marked X-Walks at Traffic Signal and Sloan Ave
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET COMPTON BOULEVARD

FROM SANTA FE AVENUE TO BULLIS ROAD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Mayo Ave, Long Beach Blvd, Bullis Rd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 32Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 12:12PM
85th Percentile Speed 39
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Total Crashes 1
Statewide Average Crash Rate 0.66
Crash Rate 0.03
On-Street Parking Both sides
Segment Length 1.40
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23340
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and Holly Ave
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET COMPTON BOULEVARD

FROM BULLIS ROAD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Bullis Rd, Bradfield Ave, Harris Ave, Atlantic Ave, Gibson Ave, Clinton Elem Drwy
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 33Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 44
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 0.66
Crash Rate 0.30
On-Street Parking Both sides
Segment Length 0.86
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial, residential, industrial, High School Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24889
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET EL SEGUNDO BOULEVARD

FROM CENTRAL AVENUE TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Central Ave, Parmelee Ave, Compton Ave, Grandee Ave, Wilmington Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 34Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 3:40PM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.14
On-Street Parking North side only
Segment Length 1.44
Sidewalks Both sides
Driveways Both sides
Width 50
Adjacent Land Use Residential, industrial, cemetary
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13459
Number of Lanes 2 lanes with two-way left-turn lane and bike lanes Marked X-Walks at Traffic Signal and Greenleaf Dr, Center Ave, Willowbrook Ave (W Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET GREENLEAF BOULEVARD

FROM CENTRAL AVENUE TO WILLOWBROOK AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Slight, at train tracks
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Central Ave, Wilmington Ave 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 35Segment

CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 12:53PM
85th Percentile Speed 41
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking North side only
Segment Length 1.00
Sidewalks Both sides
Driveways North side only
Width 52
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13517
Number of Lanes 2 lanes with two-way left-turn lane and bike lanes Marked X-Walks at Traffic Signal and Willowbrook Ave (E) Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET GREENLEAF BOULEVARD

FROM WILLOWBROOK AVENUE TO LONG BEACH BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Slight, at train tracks
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Tamarind Ave, Alameda St (W), Alameda St (E), Santa Fe Ave, Long Beach Blvd
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 36Segment

CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 11:20AM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking None
Segment Length 0.70
Sidewalks North side only
Driveways North side only
Width 20
Adjacent Land Use Residential, nursery
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4317
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET GREENLEAF BOULEVARD

FROM LONG BEACH BOULEVARD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting North side only
Traffic Control Traffic Signal at Long Beach Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 37Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 12:39PM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24948
Number of Lanes 2 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal and Bennett St, Caldwell St Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET LONG BEACH BOULEVARD

FROM SOUTH CITY LIMIT TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Temple Ave, Elizabeth St, Alondra Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 38Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 1:03PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.64
Crash Rate 0.07
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27899
Number of Lanes 4 lanes with raised median
Marked X-Walks atTraffic Signal and Laurel St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET LONG BEACH BOULEVARD

FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 39Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 1:19PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 80
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.64
Crash Rate 0.07
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25750
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal and Elm St, Pattie Ct
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET LONG BEACH BOULEVARD

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Compton Blvd, Palmer St 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 40Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 1:40PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.55
Sidewalks Both sides
Driveways Both sides
Width 70
Adjacent Land Use Commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 32359
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal and Golden St, Arlington St Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET LONG BEACH BOULEVARD

FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Tucker St, Pine St 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 41Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 11:26AM
85th Percentile Speed 37
50th Percentile Speed 29
10 mph Pace 24-33
Percentage of Vehicles in Pace 54
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.66
Crash Rate 0.23
On-Street Parking None
Segment Length 1.10
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3537
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks None
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET MANVILLE STREET

FROM WEST CITY LIMIT TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alameda St; 1-way Stop at Wilmington Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 42Segment

CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 2:47PM
85th Percentile Speed 30
50th Percentile Speed 25
10 mph Pace 21-30
Percentage of Vehicles in Pace 81
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.61
Sidewalks Both sides
Driveways Both sides
Width 50
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 25
Hidden Driveways
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3011
Number of Lanes 2 lanes with raised median
Marked X-Walks at Thorson Ave, Gibson Ave
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%
STREET McMILLAN STREET

FROM THORSON AVENUE TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control All Way Stop at Thorson Ave, Waldorf Dr, Gibson Ave; 2-way stop at Atlantic Ave,
2010 ET Recommendation 25 mph
2016 ET Recommendation 25 mph
2024 ENGINEERING AND TRAFFIC SURVEY 43Segment

CITY OF COMPTON
Date of Speed Survey 1/31/2024
Time of Speed Survey 9:53AM
85th Percentile Speed 30
50th Percentile Speed 26
10 mph Pace 21-30
Percentage of Vehicles in Pace 68
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.23
Sidewalks Both sides
Driveways Both sides
Width 50
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4975
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET PALMER STREET

FROM ALAMEDA STREET TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alameda St (E), Willow Ave, Santa Fe Ave 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 44Segment

CITY OF COMPTON
Date of Speed Survey 1/31/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 35
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 73
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.43
Sidewalks Both sides
Driveways Both sides
Width 60
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Hidden Driveways
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5626
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal and All Way Stop
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET PALMER STREET

FROM SANTA FE AVENUE TO LONG BEACH BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Long Beach Blvd; All Way Stop at Mayo Ave, Poinsetta Ave
2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 45Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 10:41AM
85th Percentile Speed 31
50th Percentile Speed 26
10 mph Pace 21-30
Percentage of Vehicles in Pace 78
Posted Speed Limit 30
Total Crashes 2
Statewide Average Crash Rate 1.07
Crash Rate 0.94
On-Street Parking Both sides
Segment Length 0.72
Sidewalks Both sides
Driveways Both sides
Width 38
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2698
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET PARMELEE AVENUE
FROM 138TH STREET TO EL SEGUNDO BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at El Segundo Blvd
2010 ET Recommendation 25 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 46Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 10:35AM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 82
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.64
Crash Rate 0.10
On-Street Parking None
Segment Length 1.46
Sidewalks Both sides
Driveways Both sides
Width 78
Adjacent Land Use Commercial, residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 30332
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal and Kemp Ave
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET ROSECRANS AVENUE

FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Standford Ave, McKinley Ave, Aprilia Ave, Central Ave, Parmalelee Ave, Tajaunta Ave, Dwight Ave, Wilmington Ave 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 47Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 10:13AM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 74
Posted Speed Limit 40
Total Crashes 2
Statewide Average Crash Rate 0.64
Crash Rate 0.10
On-Street Parking Both sides
Segment Length 0.60
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 31818
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET ROSECRANS AVENUE

FROM WILMINGTON AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave, Matthisen Ave, Aranbe Ave, Oleander Ave, Acacia Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 48Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 9:57AM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 83
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking None
Segment Length 0.61
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 45110
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ROSECRANS AVENUE

FROM ACACIA AVENUE TO SANTA FE AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Acacia Ave, Willowbrook Ave (W), Alameda St (W), Alameda St (E), Santa Fe Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 49Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 9:34AM
85th Percentile Speed 40
50th Percentile Speed 34
10 mph Pace 27-36
Percentage of Vehicles in Pace 73
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27557
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal and Pearl Ave, Sloan Ave Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ROSECRANS AVENUE

FROM SANTA FE AVENUE TO BULLIS ROAD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Santa Fe Ave, Mayo Ave, Long Beach Blvd, Bullis Rd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 50Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 9:16AM
85th Percentile Speed 42
50th Percentile Speed 37
10 mph Pace 31-40
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.53
Sidewalks Both sides
Driveways Both sides
Width 76
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 30518
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET ROSECRANS AVENUE

FROM BULLIS ROAD TO EAST CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Bullis Rd, Bradfield Ave, Pannes Ave, Harris Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 51Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 3:26PM
85th Percentile Speed 45
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 60
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.14
On-Street Parking Both sides
Segment Length 0.47
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 41188
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET SANTA FE AVENUE

FROM ARTESIA BOULEVARD TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Artesia Blvd, Greenleaf Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 52Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 3:07PM
85th Percentile Speed 46
50th Percentile Speed 40
10 mph Pace 35-44
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 0.66
Crash Rate 0.48
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 26910
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks atTraffic Signal
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET SANTA FE AVENUE

FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 53Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 2:44PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 76
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 33699
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal and Cypress St, Laurel St Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET SANTA FE AVENUE

FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 54Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 2:25PM
85th Percentile Speed 39
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.64
Crash Rate 0.35
On-Street Parking Both sides
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 26242
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal and Elm St
Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET SANTA FE AVENUE

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Palmer St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 55Segment

CITY OF COMPTON
Date of Speed Survey 1/19/2024
Time of Speed Survey 2:05PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.66
Crash Rate 0.19
On-Street Parking Both sides
Segment Length 1.23
Sidewalks Both sides
Driveways Both sides
Width 68
Adjacent Land Use Residential, industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 19869
Number of Lanes 4 lanes with painted median and bike lanes Marked X-Walks at Traffic Signal and Peck St, Santa Fe Village, Oaks St, Banning Ave Date of ADT 2/13/2024
1/1/2018-12/31/2020Date Range
%

STREET SANTA FE AVENUE

FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, Tucker St, Pine St, El Segundo Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 56Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 9:36AM
85th Percentile Speed 39
50th Percentile Speed 31
10 mph Pace 28-37
Percentage of Vehicles in Pace 53
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.66
Crash Rate 0.00
On-Street Parking None
Segment Length 0.24
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10923
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET VICTORIA STREET

FROM WILMINGTON AVENUE TO APRA STREET
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave
2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 57Segment

CITY OF COMPTON
Date of Speed Survey 1/26/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 38
50th Percentile Speed 30
10 mph Pace 23-32
Percentage of Vehicles in Pace 55
Posted Speed Limit 45
Total Crashes 2
Statewide Average Crash Rate 0.77
Crash Rate 0.47
On-Street Parking West side only
Segment Length 0.44
Sidewalks None
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 40
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8883
Number of Lanes 4 lanes
Marked X-Walks None
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET VICTORIA STREET

FROM APRA STREET TO SOUTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control None
2010 ET Recommendation 40 mph
2016 ET Recommendation 45 mph
2024 ENGINEERING AND TRAFFIC SURVEY 58Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 1:49PM
85th Percentile Speed 36
50th Percentile Speed 28
10 mph Pace 20-29
Percentage of Vehicles in Pace 53
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking None
Segment Length 0.70
Sidewalks North side only
Driveways Both sides
Width 62
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3839
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET WALNUT STREET

FROM WEST CITY LIMIT TO WILMINGTON AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Central Ave, Wilmington Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 59Segment

CITY OF COMPTON
Date of Speed Survey 1/29/2024
Time of Speed Survey 3:05PM
85th Percentile Speed 42
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 53
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.07
Crash Rate 0.78
On-Street Parking None
Segment Length 0.64
Sidewalks Both sides
Driveways Both sides
Width 64
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain Uniformity with Adjacent Segments
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3675
Number of Lanes 2 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/25/2024
1/1/2018-12/31/2020Date Range
%

STREET WALNUT STREET

FROM WILMINGTON AVENUE TO ACACIA AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both sides
Traffic Control Traffic Signal at Wilmington Ave
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 60Segment

CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 9:00AM
85th Percentile Speed 40
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 58
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking East side only
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 36
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2010 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 128
Average Daily Traffic (ADT) 1910
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILLOWBROOK AVE (EAST)

FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 61Segment

CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 11:03AM
85th Percentile Speed 38
50th Percentile Speed 31
10 mph Pace 27-36
Percentage of Vehicles in Pace 66
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking East side only
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 36
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2011
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILLOWBROOK AVE (EAST)

FROM ALONDRA BOULEVARD TO PALMER STREET
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 62Segment

CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 12:42PM
85th Percentile Speed 36
50th Percentile Speed 30
10 mph Pace 26-35
Percentage of Vehicles in Pace 70
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking East side only
Segment Length 0.50
Sidewalks East side only
Driveways East side only
Width 40
Adjacent Land Use Commercial, residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Maintain 2016 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3225
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal and Elm St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILLOWBROOK AVE (EAST)
FROM 500' SOUTH OF ELM STREET TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting East side only
Traffic Control Traffic Signal at Compton Blvd, Rosecrans Ave 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 63Segment

CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 1:37PM
85th Percentile Speed 36
50th Percentile Speed 30
10 mph Pace 27-36
Percentage of Vehicles in Pace 59
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.07
Crash Rate 0.00
On-Street Parking West side only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 26
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Hidden Driveways
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3316
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILLOWBROOK AVE (WEST)

FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Greenleaf Blvd, Alondra Blvd 2010 ET Recommendation 30 mph
2016 ET Recommendation 30 mph
2024 ENGINEERING AND TRAFFIC SURVEY 64Segment

CITY OF COMPTON
Date of Speed Survey 1/24/2024
Time of Speed Survey 2:54PM
85th Percentile Speed 36
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 76
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.07
Crash Rate 0.38
On-Street Parking West side only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 32
Adjacent Land Use Residential, Civic Center
Field Study By EJM Checked By

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Maintain Uniformity with Adjacent Segments
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4763
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILLOWBROOK AVE (WEST)

FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Alondra Blvd, Myrrh St, Compton Blvd 2010 ET Recommendation 30 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 65Segment

CITY OF COMPTON
Date of Speed Survey 1/30/2024
Time of Speed Survey 1:57PM
85th Percentile Speed 31
50th Percentile Speed 26
10 mph Pace 22-31
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 1.07
Crash Rate 1.10
On-Street Parking West side only
Segment Length 0.50
Sidewalks Westside only
Driveways Westside only
Width 26
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 30
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4962
Number of Lanes 2 lanes
Marked X-Walks at Traffic Signal and Elm St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILLOWBROOK AVE (WEST)

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Westside only
Traffic Control Traffic Signal at Compton Blvd, Rosecrans Ave 2010 ET Recommendation 30 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 66Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 3:13PM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 28-37
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 7
Statewide Average Crash Rate 0.64
Crash Rate 0.21
On-Street Parking None
Segment Length 0.88
Sidewalks None
Driveways Both sides
Width 84
Adjacent Land Use Industrial
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 34786
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILMINGTON AVENUE

FROM SOUTH CITY LIMIT TO GREENLEAF BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Victoria St, 2121 Wilmington Ave, Artesia Blvd (E), Artesia Blvd (W), Walnut St, Carob St, Greenleaf Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 67Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 2:50PM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.25
On-Street Parking None
Segment Length 0.50
Sidewalks East side only
Driveways Both sides
Width 54
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Maintain 2016 E&T Recommendation
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22089
Number of Lanes 4 lanes
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILMINGTON AVENUE

FROM GREENLEAF BOULEVARD TO ALONDRA BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Greenleaf Blvd, Caldwell St, Alondra Blvd 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 68Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 2:27PM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.66
Crash Rate 0.27
On-Street Parking None
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 74
Adjacent Land Use Residential, airport
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 20419
Number of Lanes 4 lanes with two-way left-turn lane
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILMINGTON AVENUE

FROM ALONDRA BOULEVARD TO COMPTON BOULEVARD
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Alondra Blvd, Laurel St, Compton Blvd 2010 ET Recommendation 40 mph
2016 ET Recommendation 40 mph
2024 ENGINEERING AND TRAFFIC SURVEY 69Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 2:10PM
85th Percentile Speed 41
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 75
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 0.64
Crash Rate 0.00
On-Street Parking West side only
Segment Length 0.50
Sidewalks Both sides
Driveways Both sides
Width 84
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Hidden Driveways, Maintain Uniformity with Adjacent Segments mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21723
Number of Lanes 4 lanes with raised median
Marked X-Walks at Traffic Signal
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILMINGTON AVENUE

FROM COMPTON BOULEVARD TO ROSECRANS AVENUE
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Compton Blvd, Poplar St, Rosecrans Ave 2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 ENGINEERING AND TRAFFIC SURVEY 70Segment

CITY OF COMPTON
Date of Speed Survey 1/23/2024
Time of Speed Survey 1:51PM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 83
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate .64
Crash Rate 0.04
On-Street Parking Both sides
Segment Length 1.00
Sidewalks Both sides
Driveways Both sides
Width 80
Adjacent Land Use Residential
Field Study By EJM Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
feetmiles
Speed Limit 35
Closest to the 85th Speed
mph
Justification
mph
crashes/MVM
5/29/2024

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 20903
Number of Lanes 4 lanes with raised median and bike lanes Marked X-Walks at Traffic Signal and 133rd St
Date of ADT 1/30/2024
1/1/2018-12/31/2020Date Range
%

STREET WILMINGTON AVENUE

FROM ROSECRANS AVENUE TO NORTH CITY LIMIT
CERTIFICATION DATE 5/29/2024
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both sides
Traffic Control Traffic Signal at Rosecrans Ave, 139th St, Stockwell St, 131st St, El Segundo Blvd
2010 ET Recommendation 35 mph
2016 ET Recommendation 35 mph
2024 Engineering and Traffic Survey Report

CITY OF COMPTON

APPENDIX B
Radar Speed Distribution Forms

DATE: 01/25/24 DAY: Thursday TIME PERIOD: 12:47PM 2:47PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): AUTO DR AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF EAZY ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 X 0 1 1
45 X X X 0 3 3
44 X X 1 1 2
43 X X X X X X X 3 4 7 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 3 4 7
41 X X X X X 3 2 5
40 X X X X X X X X 4 4 8 85TH %: 40 41 40 M.P.H.
39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X 3 7 10 50TH %: 33 35 34 M.P.H. 37 X X X X X X X X X X X 5 6 11
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 27 28 28 M.P.H. 35 X X X X X X X X X X 7 3 10 *
34 X X X X X X X X X 5 4 9 * 10 MPH PACE: 28 - 37 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X 6 6 12 *
32 X X X X X X X X X X X X X 7 6 13 P % IN PACE: 62% 59% 59% 31 X X X X X X X X X X X X 7 5 12 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 23% 21% 18% 29 X X X X X X X X X 5 4 9 E
28 X X X X X X X 4 3 7 * % UNDER PACE: 15% 21% 22%
27 X X X 1 2 3 *
26 X X X X 2 2 4 * ARITHMETIC MEAN: 33 34 34 M.P.H.
25 X X X X X X X 4 3 7
24 X X X 2 1 3 SAMPLE VARIANCE: 38 41 40
23 0 0 0
22 X X X 1 2 3 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X X 1 1 2
20 X X 2 0 2 VARIANCE OF THE MEAN: 0.38 0.42 0.20
19 X X X 1 2 3
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.65 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 X 1 0 1
100 97 197
FAIR
RADAR

CITY OF COMPTON
TO

EAST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 2:50PM 3:43PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1306 E. ALAMEDA ST
63 0 0 0
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X X 0 2 2
50 X 0 1 1
49 X X X 1 2 3
48 X 0 1 1
47 X X 0 2 2
46 X X 1 1 2
45 X X X X 2 2 4
44 X 0 1 1
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 3 5 8
41 X X X X 2 2 4
40 X X X X 3 1 4 85TH %: 38 43 41 M.P.H.
39 X X X X X X X X X 2 7 9
38 X X X X 3 1 4 50TH %: 32 35 34 M.P.H.
37 X X X X X X X X X X X X X X X X X X 8 10 18
36 X X X X X X X X X 3 6 9 15TH %: 24 29 26 M.P.H.
35 X X X X X X X X X X X X X X X X X 7 10 17 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 28 - 37 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X 3 6 9 *
32 X X X X X X X X X X X 9 2 11 P % IN PACE: 56% 60% 56% 31 X X X X X X X X X 2 7 9 A
30 X X X X X X X 5 2 7 C % OVER PACE: 18% 24% 25%
29 X X X X X X X X X X 6 4 10 E
28 X X X X X X X 7 0 7 * % UNDER PACE: 26% 16% 19%
27 X X X X X X X 4 3 7 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 32 36 34 M.P.H.
25 X X X X X 3 2 5
24 X X X X 4 0 4 SAMPLE VARIANCE: 48 53 55
23 X X 2 0 2
22 X X X X X X 3 3 6 STANDARD DEVIATION: 7 7 7 M.P.H. 21 X 0 1 1
20 X X X 1 2 3 VARIANCE OF THE MEAN: 0.48 0.53 0.27
19 X X 2 0 2
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.69 0.73 0.52 M.P.H. 17 X X X 3 0 3
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

EAST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 9:54AM 10:48AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF ELM ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 0 2 2
41 X X 1 1 2
40 X X X 1 2 3 85TH %: 35 38 37 M.P.H.
39 X X X X X X X 1 6 7
38 X X X X X X X X X X 2 8 10 50TH %: 30 33 32 M.P.H. 37 X X X X X X X X X X X X X 3 10 13
36 X X X X X X X X 5 3 8 15TH %: 24 27 25 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X X X X X X 2 9 11 * 10 MPH PACE: 24 - 33 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X 7 11 18 *
32 X X X X X X X X X X X X X X X X X 10 7 17 P % IN PACE: 71% 71% 62% 31 X X X X X X X X X X X X X X 10 4 14 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 20% 7% 14% 29 X X X X X X X X 5 3 8 E
28 X X X X X X X X X X X X 10 2 12 * % UNDER PACE: 9% 22% 24% 27 X X X X X X X X 5 3 8 *
26 X X X X X X X X 6 2 8 * ARITHMETIC MEAN: 30 33 32 M.P.H. 25 X X X X X X X X X X 4 6 10
24 X X X X X X X X 7 1 8 SAMPLE VARIANCE: 27 30 30
23 X X X X X 3 2 5
22 X X X X 3 1 4 STANDARD DEVIATION: 5 5 6 M.P.H.
21 X X X 1 2 3
20 X 1 0 1 VARIANCE OF THE MEAN: 0.27 0.30 0.15
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.52 0.54 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

EAST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 9:00AM 9:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1500 E. ALAMEDA ST
63 X 0 1 1
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 0 2 2
50 X X X 3 0 3
49 X X 1 1 2
48 X X X 1 2 3
47 X X 1 1 2
46 X X X X 4 0 4
45 X X 1 1 2
44 X X X X X 1 4 5
43 X X X X X X X X 2 6 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 1 6 7
41 X X X X X X X X 4 4 8
40 X X X X X X X X X X 3 7 10 85TH %: 43 43 43 M.P.H. 39 X X X X X X X X X X X 6 5 11
38 X X X X X X X X X X X X 5 7 12 50TH %: 36 37 36 M.P.H. 37 X X X X X X X X X X X 8 3 11
36 X X X X X X X X X X X X X 8 5 13 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X 7 7 14 *
34 X X X X X X X X X 6 3 9 * 10 MPH PACE: 32 - 41 35 - 44 32 - 41 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X 7 2 9 P % IN PACE: 59% 54% 54%
31 X X X X X X X 2 5 7 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 18% 11% 23%
29 X X X X X X X X X 3 6 9 E
28 X X X X 2 2 4 * % UNDER PACE: 23% 35% 24%
27 X X X X X X X 2 5 7 *
26 X X X 1 2 3 * ARITHMETIC MEAN: 36 37 37 M.P.H.
25 X X 2 0 2
24 X 0 1 1 SAMPLE VARIANCE: 56 57 57
23 X X 2 0 2
22 0 0 0 STANDARD DEVIATION: 8 8 8 M.P.H.
21 X X 2 0 2
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.56 0.57 0.28
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.75 0.76 0.53 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

EAST ALAMEDA STREET
CARLOS
CLOUDY
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 12:27PM 12:43PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF EAZY ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X X X 4 0 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X X 1 2 3
40 X X X X X X X X X 2 7 9 85TH %: 38 39 39 M.P.H.
39 X X X X X X X X X X X X X X X 4 11 15
38 X X X X X X X X X X X X X X X 7 8 15 50TH %: 34 36 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X 4 14 18
36 X X X X X X X X X X X X X X X X X X X 8 11 19 15TH %: 29 31 30 M.P.H. 35 X X X X X X X X X X X X X X X X X 12 5 17 *
34 X X X X X X X X X X X X X X X X X X X X X 13 8 21 * 10 MPH PACE: 30 - 39 31 - 40 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X 9 6 15 *
32 X X X X X X X X X X X X X X X X 5 11 16 P % IN PACE: 77% 85% 81% 31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X X X X X X X X X 11 7 18 C % OVER PACE: 8% 3% 9% 29 X X X X X X X 4 3 7 E
28 X X X X X X X 6 1 7 * % UNDER PACE: 15% 12% 10%
27 X X X 2 1 3 *
26 X X 2 0 2 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 17 12 15
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 3 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.12 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.35 0.27 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

WEST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 12:06PM 12:22PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF RAYMOND ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 1 0 1
49 X X 0 2 2
48 0 0 0
47 X X 2 0 2
46 X X 1 1 2
45 X X X X X 3 2 5
44 X 1 0 1
43 X X X X X X X X 5 3 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 5 2 7
41 X X X X X X X X X 6 3 9
40 X X X X X X X X X X X X X X 8 6 14 85TH %: 42 40 42 M.P.H. 39 X X X X X X X X X X X X X X 9 5 14
38 X X X X X X X X X X X X X X 8 6 14 50TH %: 38 35 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X 10 8 18
36 X X X X X X X X X X X X X X 6 8 14 15TH %: 32 31 31 M.P.H. 35 X X X X X X X X X X X X X X 2 12 14 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 33 - 42 31 - 40 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X X X X X 8 10 18 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 68% 73% 70% 31 X X X X X X X X 4 4 8 A
30 X X X X X X 2 4 6 C % OVER PACE: 15% 14% 16%
29 X X X X X X X 1 6 7 E
28 X X X X X 4 1 5 * % UNDER PACE: 17% 13% 15%
27 X X X X 2 2 4 *
26 0 0 0 * ARITHMETIC MEAN: 38 36 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 26 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.26 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.51 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

WEST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 11:43AM 12:02PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF INDIGO ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 0 0 0
46 X 0 1 1
45 X 0 1 1
44 X X X X X X 5 1 6
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X 2 0 2
40 X X X X X X 5 1 6 85TH %: 39 36 38 M.P.H.
39 X X X X X X 6 0 6
38 X X X X X X X X 6 2 8 50TH %: 32 33 33 M.P.H.
37 X X X X X 1 4 5
36 X X X X X X X X X X X X X X X X 4 12 16 15TH %: 27 28 28 M.P.H. 35 X X X X X X X X X X X X X 5 8 13 *
34 X X X X X X X X X X X X X X 4 10 14 * 10 MPH PACE: 26 - 35 28 - 37 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 9 9 18 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 64% 82% 72% 31 X X X X X X X X X X X 5 6 11 A
30 X X X X X X X X X X X X X X X X X X X X X X X 11 12 23 C % OVER PACE: 31% 9% 20% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X X X X X X X X X 10 7 17 * % UNDER PACE: 5% 9% 9% 27 X X X X X X X X 4 4 8 *
26 X X X X X X X 7 0 7 * ARITHMETIC MEAN: 33 33 33 M.P.H. 25 X X X X X 3 2 5
24 X X X X X 2 3 5 SAMPLE VARIANCE: 30 20 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.30 0.20 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.45 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

WEST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 11:15AM 11:37AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF CEDAR ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 X X 0 2 2
45 X X 1 1 2
44 X X X X 0 4 4
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 1 2 3
41 X X X X X X X X 0 8 8
40 X X X X X 1 4 5 85TH %: 36 41 39 M.P.H.
39 X X X X X X X X X X 1 9 10
38 X X X X X X X X 4 4 8 50TH %: 31 36 33 M.P.H.
37 X X X X X X X X X X X X X 4 9 13
36 X X X X X X X X X X X X X X 3 11 14 15TH %: 28 31 29 M.P.H. 35 X X X X X X X X X X X X 3 9 12 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 26 - 35 32 - 41 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 11 6 17 *
32 X X X X X X X X X X 7 3 10 P % IN PACE: 83% 71% 71%
31 X X X X X X X X X X X X X X X X 10 6 16 A
30 X X X X X X X X X X X 8 3 11 C % OVER PACE: 16% 11% 23% 29 X X X X X X X X X X X X X X X X X 13 4 17 E
28 X X X X X X X X X X X X X X X 12 3 15 * % UNDER PACE: 1% 18% 7% 27 X X X X X X X 7 0 7 *
26 X X X X X 4 1 5 * ARITHMETIC MEAN: 32 36 34 M.P.H. 25 X X 1 1 2
24 0 0 0 SAMPLE VARIANCE: 16 22 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.22 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.47 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

WEST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/25/24 DAY: Thursday TIME PERIOD: 10:54AM 11:10AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: 1503 W. ALAMEDA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 0 1 1
59 X X 1 1 2 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 X X 1 1 2
55 0 0 0 ROAD CONDITION:
54 X X X 2 1 3
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X X X 1 2 3
51 X 1 0 1
50 X X X 3 0 3
49 X X X X X X X X 5 3 8
48 X X X X X X 1 5 6
47 X X X X X X X 3 4 7
46 X X X X X 2 3 5
45 X X X X X X X X X X 2 8 10
44 X X X X X X X X X X X X X X X X X X X X 5 15 20
43 X X X X X X X X X X X X X X X 9 6 15 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X 5 8 13
41 X X X X X X X X X X X X X X X X 10 6 16
40 X X X X X X X X X X X X X 8 5 13 85TH %: 49 47 48 M.P.H. 39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X 4 2 6 50TH %: 41 43 42 M.P.H.
37 X X X X X X X X X X X X X X X 8 7 15
36 X X X X X X X 2 5 7 15TH %: 35 36 36 M.P.H.
35 X X X X 4 0 4 *
34 X X X X 3 1 4 * 10 MPH PACE: 35 - 44 36 - 45 36 - 45 M.P.H. 33 X X 0 2 2 *
32 0 0 0 P % IN PACE: 62% 68% 64%
31 X X X X X X X X X 6 3 9 A
30 X X X X X X 4 2 6 C % OVER PACE: 25% 22% 23%
29 X 0 1 1 E
28 0 0 0 * % UNDER PACE: 13% 10% 14%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 42 42 42 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 46 37 41
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.46 0.37 0.21
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.68 0.60 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

WEST ALAMEDA STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 11:50AM 12:14PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ALAMEDA ST AND LONG BEACH BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 408 ALONDRA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X X 0 2 2
47 0 0 0
46 X X 2 0 2
45 X 0 1 1
44 X X 0 2 2
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X X X X X X 5 2 7
40 X X X X X X X 2 5 7 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X X 6 4 10
38 X X X X X X X X X X X X X 8 5 13 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X 9 7 16
36 X X X X X X X X X X X X X X X X X 7 10 17 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X 4 11 15 *
34 X X X X X X X X X X X X X X X X X X X X X 9 12 21 * 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X 3 7 10 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 76% 78% 77% 31 X X X X X X X X X X X X X X X X X X X 15 4 19 A
30 X X X X X X X X X X X X X X X X 6 10 16 C % OVER PACE: 22% 22% 22% 29 X X X X X X X X X X X X X X X X 10 6 16 E
28 X X 2 0 2 * % UNDER PACE: 2% 0% 1%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 35 23 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.35 0.23 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.59 0.48 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 11:02AM 11:21AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 961 W. ALONDRA BLVD
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X X 2 0 2
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X X 1 1 2 ROAD CONDITION:
54 X X X 0 3 3
53 X 1 0 1 DATA COLLECTION METHOD:
52 X X 2 0 2
51 0 0 0
50 X X X X X X 5 1 6
49 X X 1 1 2
48 0 0 0
47 X 1 0 1
46 X X X 3 0 3
45 X X X X X 1 4 5
44 X X X X X X X 5 2 7
43 X X X X X X X X X 3 6 9 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X X 10 7 17
41 X X X X X X X X 5 3 8
40 X X X X X X X X X X X X X X X 9 6 15 85TH %: 46 43 44 M.P.H. 39 X X X X X X X X X X X X 4 8 12
38 X X X X X X X X X X X X X X X X 9 7 16 50TH %: 40 37 38 M.P.H. 37 X X X X X X X X X X X X X 8 5 13
36 X X X X X X X X X X X X X X X 8 7 15 15TH %: 34 32 33 M.P.H. 35 X X X X X X X X X X X X 4 8 12 *
34 X X X X X X X X X X X X X X 4 10 14 * 10 MPH PACE: 33 - 42 34 - 43 33 - 42 M.P.H. 33 X X X X X X X X X X X X X 7 6 13 *
32 X X X 0 3 3 P % IN PACE: 68% 67% 68%
31 X X X X 2 2 4 A
30 X X X X X X X 3 4 7 C % OVER PACE: 27% 12% 23%
29 X X X X X X 0 6 6 E
28 0 0 0 * % UNDER PACE: 5% 21% 10%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 44 33 40
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.44 0.33 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.66 0.57 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 11:27AM 11:43AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ALAMEDA ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 616 ALONDRA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 X 1 0 1 ROAD CONDITION:
54 X 0 1 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X X X 1 2 3
50 X X X 3 0 3
49 X X X 2 1 3
48 X X 1 1 2
47 X X X X 0 4 4
46 X X 1 1 2
45 X X X X X X 4 2 6
44 X X X X X X X X X 7 2 9
43 X X X X X X X X 5 3 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X 2 10 12
41 X X X X X X X X X X X X X 5 8 13
40 X X X X X X X X X X X X X 7 6 13 85TH %: 44 43 44 M.P.H. 39 X X X X X X X X X X X X 8 4 12
38 X X X X X X X X X X X X X X X X X X 11 7 18 50TH %: 38 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X X 6 7 13 15TH %: 33 33 33 M.P.H. 35 X X X X X X X X X X X 3 8 11 *
34 X X X X X X X X X 6 3 9 * 10 MPH PACE: 36 - 45 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X 3 8 11 *
32 X X X X X X 4 2 6 P % IN PACE: 65% 70% 66%
31 X X X X X X X X 2 6 8 A
30 X X X X 3 1 4 C % OVER PACE: 10% 18% 22%
29 X X X X 2 2 4 E
28 X X X 2 1 3 * % UNDER PACE: 25% 12% 13%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 31 31
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.31 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.55 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 12:19PM 12:32PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LONG BEACH BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1514 ALONDRA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X 1 1 2
49 X X 1 1 2
48 X 1 0 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X X X 2 1 3
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 3 0 3
41 X X X 1 2 3
40 X X X X X X X X X X X 5 6 11 85TH %: 40 39 40 M.P.H. 39 X X X X X X X X 4 4 8
38 X X X X X X X X X 5 4 9 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X X X X 9 3 12
36 X X X X X X X X X X X X 6 6 12 15TH %: 31 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X 6 10 16 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 30 - 39 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X 12 5 17 *
32 X X X X X X X X X X X X X X X X X X X 8 11 19 P % IN PACE: 77% 81% 78% 31 X X X X X X X X X X X X X X X X X X X X X X X 10 13 23 A 30 X X X X X X X X X X X X X X X X X X X X 8 12 20 C % OVER PACE: 17% 19% 20% 29 X X X X X X X X X 2 7 9 E
28 X X X X 4 0 4 * % UNDER PACE: 6% 0% 2%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 25 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.25 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.50 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ALONDRA BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 10:11AM 11:22AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): VICTORIA ST AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 350 APRA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 X X X 1 2 3
49 X X 1 1 2
48 X 1 0 1
47 X X 1 1 2
46 X 1 0 1
45 X 0 1 1
44 X X X 3 0 3
43 X X X X X X 2 4 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 1 3 4
41 X X X 0 3 3
40 X X X X X 2 3 5 85TH %: 39 41 40 M.P.H.
39 X X X X X X X X 3 5 8
38 X X X X 2 2 4 50TH %: 31 30 31 M.P.H.
37 X X X X X X X X 5 3 8
36 X X X X X X X X X X X X 11 1 12 15TH %: 24 23 24 M.P.H. 35 X X X X 2 2 4 *
34 X X X X X X X X X X 4 6 10 * 10 MPH PACE: 28 - 37 25 - 34 25 - 34 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X 4 5 9 P % IN PACE: 52% 52% 51%
31 X X X X X X 4 2 6 A
30 X X X X X X X X X X X X X X X X 8 8 16 C % OVER PACE: 18% 32% 34% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X X X 3 6 9 * % UNDER PACE: 30% 16% 16%
27 X X X X X X X 4 3 7 *
26 X X X X X X X X X X X X 6 6 12 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X X X X X X 5 4 9
24 X X X X X X 5 1 6 SAMPLE VARIANCE: 53 62 58
23 X X X X X X X 2 5 7
22 X X X X 3 1 4 STANDARD DEVIATION: 7 8 8 M.P.H.
21 X 0 1 1
20 X X X X 2 2 4 VARIANCE OF THE MEAN: 0.53 0.62 0.29
19 X X X 0 3 3
18 X X X 1 2 3 STD. ERROR OF THE MEAN: 0.73 0.79 0.54 M.P.H. 17 X 0 1 1
16 X 1 0 1
15 X 1 0 1
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

APRA STREET
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 12:51PM 1:19PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 660 ARTESIA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 2 0 2
50 X X 2 0 2
49 X 1 0 1
48 X X 2 0 2
47 X 1 0 1
46 X X X X X X 6 0 6
45 X X X X 4 0 4
44 X X X X X 5 0 5
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 3 0 3
41 X X X 3 0 3
40 X X X X X X X 7 0 7 85TH %: 46 N/A 46 M.P.H.
39 X X X X 4 0 4
38 X X 2 0 2 50TH %: 37 N/A 37 M.P.H.
37 X X X X X 5 0 5
36 X X X X X X 6 0 6 15TH %: 31 N/A 31 M.P.H.
35 X X X X 4 0 4 *
34 X X X X X 5 0 5 * 10 MPH PACE: 32 - 41 N/A 32 - 41 M.P.H. 33 X X X X X X X X 8 0 8 *
32 X X X X X X 6 0 6 P % IN PACE: 50% N/A 50%
31 X X X 3 0 3 A
30 X 1 0 1 C % OVER PACE: 33% N/A 33%
29 X X 2 0 2 E
28 X X X X 4 0 4 * % UNDER PACE: 17% N/A 17%
27 X X X 3 0 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 38 N/A 38 M.P.H.
25 X X 2 0 2
24 0 0 0 SAMPLE VARIANCE: 60 N/A 60
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 8 N/A 8 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.60 N/A 0.60
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.78 N/A 0.78 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 0 100
FAIR
RADAR

CITY OF COMPTON
TO

ARTESIA BOULEVARD (EB)
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 2:47PM 3:54PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 303 ARTESIA BLVD
63 0 0 0
62 X 0 1 1
61 X X 0 2 2 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 X X 0 2 2
51 X 0 1 1
50 X X 0 2 2
49 X 0 1 1
48 X X 0 2 2
47 X X X 0 3 3
46 X 0 1 1
45 X 0 1 1
44 X X 0 2 2
43 X X X X X X 0 6 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X 0 5 5
41 X X X X 0 4 4
40 X X X X X X 0 6 6 85TH %: N/A 47 47 M.P.H.
39 X X X X 0 4 4
38 X X X X X X X X 0 8 8 50TH %: N/A 38 38 M.P.H.
37 X X X X X X X 0 7 7
36 X X X X X 0 5 5 15TH %: N/A 31 31 M.P.H.
35 X X X X X 0 5 5 *
34 X X X X 0 4 4 * 10 MPH PACE: N/A 34 - 43 34 - 43 M.P.H. 33 X X X 0 3 3 *
32 X X X X X X 0 6 6 P % IN PACE: N/A 54% 54%
31 X X X X X 0 5 5 A
30 X X X X 0 4 4 C % OVER PACE: N/A 21% 21%
29 X X 0 2 2 E
28 X X 0 2 2 * % UNDER PACE: N/A 25% 25%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: N/A 39 39 M.P.H.
25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: N/A 66 66
23 0 0 0
22 0 0 0 STANDARD DEVIATION: N/A 8 8 M.P.H.
21 0 0 0
20 X 0 1 1 VARIANCE OF THE MEAN: N/A 0.66 0.66
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: N/A 0.81 0.81 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
0 100 100
FAIR
RADAR

CITY OF COMPTON
TO

ARTESIA BOULEVARD (WB)
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 1:23PM 1:52PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ACACIA AVE AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 123 ARTESIA BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 0 1 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 0 1 1
50 0 0 0
49 X 0 1 1
48 X X 0 2 2
47 X X 1 1 2
46 X X X X 2 2 4
45 X X X 2 1 3
44 X X X X X X X 3 4 7
43 X X X X X X X X X X X X X 8 5 13 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X 5 4 9
41 X X X X X X X X X X X X X X 9 5 14
40 X X X X X X X 3 4 7 85TH %: 43 43 43 M.P.H.
39 X X X X X X X 3 4 7
38 X X X X X X X X X X X X X X X 6 9 15 50TH %: 36 37 37 M.P.H. 37 X X X X X X X X X X X X X 4 9 13
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 29 31 30 M.P.H. 35 X X X X X X X 5 2 7 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 34 - 43 32 - 41 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X X 8 8 16 *
32 X X X X X X X X X 3 6 9 P % IN PACE: 58% 61% 59%
31 X X X X 3 1 4 A
30 X X X X X X X 2 5 7 C % OVER PACE: 8% 24% 18%
29 X X X X X X X X X 5 4 9 E
28 X X X X 2 2 4 * % UNDER PACE: 34% 15% 24%
27 X X 1 1 2 *
26 X X X 3 0 3 * ARITHMETIC MEAN: 36 37 37 M.P.H.
25 X X X X 4 0 4
24 X X X 2 1 3 SAMPLE VARIANCE: 36 40 38
23 X X 1 1 2
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.36 0.40 0.19
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.63 0.44 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ARTESIA BOULEVARD
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 2:00PM 2:28PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND SUSANA RD-HARBOR DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF DELTA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 X X 0 2 2
45 X 0 1 1
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X X X 1 3 4
40 X X X 1 2 3 85TH %: 35 38 38 M.P.H.
39 X X X 2 1 3
38 X X X X X X X X X X X 5 6 11 50TH %: 30 33 32 M.P.H. 37 X X X X X X X X X 2 7 9
36 X X X X X X X X X X 2 8 10 15TH %: 26 27 26 M.P.H. 35 X X X X X X X X X X X X 5 7 12 *
34 X X X X X X X X 3 5 8 * 10 MPH PACE: 25 - 34 29 - 38 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X 8 6 14 *
32 X X X X X X X X X X X X X X X X X X X X X 10 11 21 P % IN PACE: 78% 63% 65% 31 X X X X X X X X X X X X X X 8 6 14 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 20% 14% 20% 29 X X X X X X X X X X X X 9 3 12 E
28 X X X X X X X X X X X X 7 5 12 * % UNDER PACE: 2% 23% 16% 27 X X X X X X X X X X X X X X X X 11 5 16 *
26 X X X X X X X X X X 6 4 10 * ARITHMETIC MEAN: 31 33 32 M.P.H. 25 X X X X X X X X X X X X 10 2 12
24 X X 1 1 2 SAMPLE VARIANCE: 20 35 29
23 X X 0 2 2
22 X X 1 1 2 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.35 0.14
19 X X 0 2 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.59 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ARTESIA BOULEVARD
CARLOS
SUNNY
DRY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 10:43AM 11:06AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF ATLANTIC DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 X 0 1 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 0 0 0
49 X X X X 2 2 4
48 X X 0 2 2
47 X X 1 1 2
46 X X X X X X X X X 5 4 9
45 X X X X X X 3 3 6
44 X X X X X 4 1 5
43 X X X X X X X X X X X 8 3 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 3 1 4
41 X X X X X X X X X X X X X X X X 5 11 16
40 X X X X X X X X X X X X X X X X X X 8 10 18 85TH %: 44 43 44 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X 12 8 20
38 X X X X X X X X X X X X X X X X X X 11 7 18 50TH %: 39 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X X X 8 10 18
36 X X X X X X X X X X X X X 6 7 13 15TH %: 35 32 34 M.P.H. 35 X X X X X X X X X X X X X X X X X 11 6 17 *
34 X X X X X X X X X X 6 4 10 * 10 MPH PACE: 34 - 43 32 - 41 34 - 43 M.P.H. 33 X X X X 1 3 4 *
32 X X X X X X X 1 6 7 P % IN PACE: 78% 72% 73%
31 X X 0 2 2 A
30 X X X X 2 2 4 C % OVER PACE: 16% 19% 16%
29 X X 1 1 2 E
28 X X X X 1 3 4 * % UNDER PACE: 6% 9% 12%
27 0 0 0 *
26 X 0 1 1 * ARITHMETIC MEAN: 39 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 32 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.32 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.56 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ATLANTIC AVENUE
CARLOS
CLOUDY
DRY
DATE: 02/08/24 DAY: Thursday TIME PERIOD: 9:19AM 10:48AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF PALMER AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 1 0 1
40 X 0 1 1 85TH %: 30 28 29 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 25 24 25 M.P.H.
37 X 0 1 1
36 X 1 0 1 15TH %: 22 19 20 M.P.H.
35 X X X X 3 1 4 *
34 X X X 2 1 3 * 10 MPH PACE: 21 - 30 19 - 28 21 - 30 M.P.H. 33 X 1 0 1 *
32 X X X X X 4 1 5 P % IN PACE: 78% 73% 74%
31 X X X X X 2 3 5 A
30 X X X X X X X X 4 4 8 C % OVER PACE: 14% 15% 11%
29 X X X X X X X X X X 7 3 10 E
28 X X X X X X X X X X X X X X X X 9 7 16 * % UNDER PACE: 8% 12% 16% 27 X X X X X X X X X X X X X X X X 6 10 16 *
26 X X X X X X X X X X X X X X X X 10 6 16 * ARITHMETIC MEAN: 26 24 25 M.P.H. 25 X X X X X X X X X X X X X X X X X X 7 11 18
24 X X X X X X X X X X X X X X X X X X 12 6 18 SAMPLE VARIANCE: 20 22 22 23 X X X X X X X X X X X X X X X 6 9 15
22 X X X X X X X X X X X X X X X X X 11 6 17 STANDARD DEVIATION: 4 5 5 M.P.H. 21 X X X X X X X X X X X X X 6 7 13
20 X X X X X X X X 3 5 8 VARIANCE OF THE MEAN: 0.20 0.22 0.11 19 X X X X X X X X X 3 6 9
18 X X X X X 0 5 5 STD. ERROR OF THE MEAN: 0.45 0.47 0.33 M.P.H. 17 X X X X X X 1 5 6
16 X X X 1 2 3
15 0 0 0
100 100 200
CARLOS

MOSTLY SUNN
DRY
FAIR
RADAR

CITY OF COMPTON
TO

BRADFIELD AVENUE
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 11:29AM 12:08PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF PATTIE CT
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 X 0 1 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X X 1 1 2
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X X X 2 1 3
45 0 0 0
44 X 0 1 1
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X X X 2 2 4
40 X X X X X X 5 1 6 85TH %: 38 37 38 M.P.H.
39 X X X 2 1 3
38 X X X X X X X X 5 3 8 50TH %: 32 33 33 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X X X X 5 6 11 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 8 11 19 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 7 11 18 *
32 X X X X X X X X X X X X X X X X X X X X 11 9 20 P % IN PACE: 80% 81% 81% 31 X X X X X X X X X X X X X X X X X X X 8 11 19 A
30 X X X X X X X X X X X X X X X X X X X X X X X 15 8 23 C % OVER PACE: 20% 16% 18% 29 X X X X X X X X 6 2 8 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 0% 3% 2% 27 X X X X X X X X X X X X X 7 6 13 *
26 X X X 0 3 3 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 29 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.29 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.54 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

BULLIS ROAD
CARLOS

PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 11:01AM 11:26AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1811 BULLIS RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 X X 0 2 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X X X 1 3 4
40 X X X 0 3 3 85TH %: 35 37 36 M.P.H.
39 X X X X 2 2 4
38 X X X X X 2 3 5 50TH %: 32 33 33 M.P.H.
37 X X X X X X X X X 4 5 9
36 X X X X X X X X X X X X X X 5 9 14 15TH %: 28 29 28 M.P.H. 35 X X X X X X X X X X X X X X X X 6 10 16 *
34 X X X X X X X X X X X X X X X X X X X X X X X 15 8 23 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 9 14 23 * 32 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 P % IN PACE: 86% 78% 82% 31 X X X X X X X X X X X X X X 6 8 14 A
30 X X X X X X X X X X X X X 8 5 13 C % OVER PACE: 6% 15% 11% 29 X X X X X X X X X X X X X 10 3 13 E
28 X X X X X X X X X X X X X X X X X 12 5 17 * % UNDER PACE: 8% 7% 8% 27 X X X X 3 1 4 *
26 X X X X X X 4 2 6 * ARITHMETIC MEAN: 32 34 33 M.P.H. 25 X X X 0 3 3
24 X X 1 1 2 SAMPLE VARIANCE: 14 20 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.14 0.20 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.44 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

BULLIS ROAD
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 1:27PM 1:44PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1650 CENTRAL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X X 0 2 2
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 X X 2 0 2
49 0 0 0
48 X X 0 2 2
47 0 0 0
46 X X X X 0 4 4
45 X X X X X X X 1 6 7
44 X X 0 2 2
43 X X X X X X X X X 3 6 9 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X 3 7 10
41 X X X X X X X X X X X X X X X X 6 10 16
40 X X X X X X X X X X X X X X X X X X X 12 7 19 85TH %: 41 45 43 M.P.H. 39 X X X X X X X X 3 5 8
38 X X X X X X X X X X X 6 5 11 50TH %: 37 39 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 15 4 19
36 X X X X X X X X X X 4 6 10 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X 4 8 12 *
34 X X X X X X X X X X X X X X 12 2 14 * 10 MPH PACE: 32 - 41 35 - 44 32 - 41 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X X X 9 2 11 P % IN PACE: 76% 60% 65% 31 X X X X X X X X X X 2 8 10 A
30 X X X X X X X 4 3 7 C % OVER PACE: 12% 16% 22%
29 X X X X X X 4 2 6 E
28 X 1 0 1 * % UNDER PACE: 12% 24% 14%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 39 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 42 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 7 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.42 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.65 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 1:06PM 1:18PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 154TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X X X 0 3 3
48 X X 0 2 2
47 0 0 0
46 X X X 1 2 3
45 X 0 1 1
44 X X X X X X X X 5 3 8
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 0 11 11
41 X X X X X X 2 4 6
40 X X X X X X X X X X 2 8 10 85TH %: 38 42 42 M.P.H. 39 X X X X X X X X X X X X 3 9 12
38 X X X X X X X X X X X X X X X X X X X 11 8 19 50TH %: 35 38 36 M.P.H. 37 X X X X X X X X X X X X X X X X X 10 7 17
36 X X X X X X X X X X X X X X X X X 12 5 17 15TH %: 30 33 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 10 10 20 *
34 X X X X X X X X X X X X X X 8 6 14 * 10 MPH PACE: 30 - 39 33 - 42 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 9 5 14 *
32 X X X X X X X X X 7 2 9 P % IN PACE: 82% 73% 71%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X X 8 5 13 C % OVER PACE: 11% 14% 24% 29 X X X X 3 1 4 E
28 X X X 1 2 3 * % UNDER PACE: 7% 13% 5%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 35 38 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 25 23
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.25 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.50 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 12:48PM 1:03PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 149TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X X 1 1 2
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 0 0 0
40 X X X 2 1 3 85TH %: 36 36 36 M.P.H.
39 X X X 1 2 3
38 X X X X X X X X 3 5 8 50TH %: 32 32 32 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X X X 6 3 9 15TH %: 28 28 28 M.P.H.
35 X X X X X X X X X X X X X X X 7 8 15 *
34 X X X X X X X X X X X X X X 10 4 14 * 10 MPH PACE: 27 - 36 26 - 35 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X X 14 11 25 * 32 X X X X X X X X X X X X X X X X X X X X X 8 13 21 P % IN PACE: 86% 81% 83% 31 X X X X X X X X X X X 6 5 11 A
30 X X X X X X X X X X X X X X X X X X X 8 11 19 C % OVER PACE: 12% 18% 14% 29 X X X X X X X X X X X X X X X 6 9 15 E
28 X X X X X X X X X X X X X X X X X X X X 11 9 20 * % UNDER PACE: 2% 1% 4% 27 X X X X X X X X X X X X X X X X X 10 7 17 *
26 X X X X X X 2 4 6 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 0 0 0
24 X 0 1 1 SAMPLE VARIANCE: 14 17 16
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.14 0.17 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.38 0.42 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 12:28PM 12:41PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1926 CENTRAL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X X 2 0 2
48 X X X X X 3 2 5
47 X 1 0 1
46 0 0 0
45 X 0 1 1
44 X X X X X X X X X X 6 4 10
43 X X X X X X X X 5 3 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 4 3 7
41 X X X X X X X X X X X X 5 7 12
40 X X X X X X X X X X X X X X X 6 9 15 85TH %: 43 42 42 M.P.H. 39 X X X X X X X X X X 5 5 10
38 X X X X X X X X 4 4 8 50TH %: 36 35 36 M.P.H.
37 X X X X X X X X X X X X X X X 8 7 15
36 X X X X X X X X X X X X X 11 2 13 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X 9 9 18 *
34 X X X X X X X X X X X X 5 7 12 * 10 MPH PACE: 31 - 40 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X 2 12 14 *
32 X X X X X X X X X X X X X X X 8 7 15 P % IN PACE: 64% 69% 66% 31 X X X X X X X X X X X X 6 6 12 A
30 X X X X X X X X X 4 5 9 C % OVER PACE: 26% 16% 19%
29 X X X 1 2 3 E
28 X X X 2 1 3 * % UNDER PACE: 10% 15% 16%
27 X 1 0 1 *
26 X X 2 0 2 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 31 30
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.31 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.56 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 9:19AM 10:37AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SLATER AVE AND EL SEGUNDO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 131ST ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X 0 1 1
40 X X 1 1 2 85TH %: 32 32 32 M.P.H.
39 X X X X 2 2 4
38 0 0 0 50TH %: 27 28 28 M.P.H.
37 X X X 0 3 3
36 X X X 2 1 3 15TH %: 23 24 23 M.P.H.
35 X X 2 0 2 *
34 X X X X X 1 4 5 * 10 MPH PACE: 21 - 30 23 - 32 23 - 32 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 76% 79% 77% 31 X X X X X X X X X X X X 2 10 12 A
30 X X X X X X X X X X X X X X X X X X X 7 12 19 C % OVER PACE: 18% 14% 13% 29 X X X X X X X X X X X X X X X X X X 11 7 18 E
28 X X X X X X X X X X X X X X X X X 8 9 17 * % UNDER PACE: 6% 7% 10% 27 X X X X X X X X X X X X X X X X X X 11 7 18 *
26 X X X X X X X X X X X X X X X X X X 7 11 18 * ARITHMETIC MEAN: 27 29 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 11 8 19
24 X X X X X X X X X X X 6 5 11 SAMPLE VARIANCE: 23 20 22 23 X X X X X X X X X X X 8 3 11
22 X X X X X 4 1 5 STANDARD DEVIATION: 5 4 5 M.P.H.
21 X X X X X X 3 3 6
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.23 0.20 0.11
19 X X X X 3 1 4
18 X X 1 1 2 STD. ERROR OF THE MEAN: 0.48 0.45 0.33 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF COMPTON
TO

COMPTON AVENUE
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 1:26PM 1:42PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 885 COMPTON BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 X 0 1 1
47 X 1 0 1
46 X X 0 2 2
45 X X 1 1 2
44 X X X 2 1 3
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X X X X 3 2 5
40 X X X X X X 3 3 6 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X X X X X X 8 7 15
38 X X X X X X X X X X X X X 9 4 13 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X 14 7 21
36 X X X X X X X X X X X X X X X X X X X 7 12 19 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X 5 8 13 *
34 X X X X X X X X X X X X X X 8 6 14 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X 6 10 16 *
32 X X X X X X X X X X X X X X X X X X X X X 13 8 21 P % IN PACE: 78% 73% 76% 31 X X X X X X X 2 5 7 A
30 X X X X X X X X X X X X 6 6 12 C % OVER PACE: 12% 13% 13% 29 X X X X X X X 4 3 7 E
28 X X X X X X X X X X X 5 6 11 * % UNDER PACE: 10% 14% 12% 27 X X X X X X 1 5 6 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 24 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.24 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.49 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

COMPTON BOULEVARD
CARLOS

PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 1:09PM 1:22PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 540 COMPTON BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X X X 0 3 3 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 1 0 1
49 0 0 0
48 X 0 1 1
47 X 1 0 1
46 0 0 0
45 X X X X 1 3 4
44 X X X X X 3 2 5
43 X X X X 4 0 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X 1 1 2
41 X X X X 2 2 4
40 X X X X X X X X X 7 2 9 85TH %: 40 39 40 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X X X X X X X 7 5 12 50TH %: 34 34 34 M.P.H. 37 X X X X X X X X X X X X 8 4 12
36 X X X X X X X X X X 3 7 10 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 5 13 18 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X 11 7 18 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 69% 77% 72% 31 X X X X X X X X X X X X X X X 7 8 15 A
30 X X X X X X X X X X X X X X X X X X X X X X X X X 10 15 25 C % OVER PACE: 24% 15% 21% 29 X X X X X X X 7 0 7 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 7% 8% 8%
27 X X X X X X 1 5 6 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 36 32
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.36 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.60 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

COMPTON BOULEVARD
CARLOS

PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 12:49PM 1:02PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ACACIA AVE AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 430 COMPTON BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 X 0 1 1
44 X X X 0 3 3
43 X X 0 2 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X X 1 2 3
40 X X X 1 2 3 85TH %: 36 38 37 M.P.H.
39 X X 1 1 2
38 X X X X X 2 3 5 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X X X 5 4 9 15TH %: 29 29 29 M.P.H.
35 X X X X X X X X X X X X X X X X X X X X X 14 7 21 *
34 X X X X X X X X X X X X X X X X X X X X X X X X X X 14 12 26 * 10 MPH PACE: 27 - 36 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X 9 9 18 *
32 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 P % IN PACE: 87% 79% 83% 31 X X X X X X X X X X X X X X X 5 10 15 A
30 X X X X X X X X X X X X X X 10 4 14 C % OVER PACE: 13% 16% 12% 29 X X X X X X X X X X X X X X X 9 6 15 E
28 X X X X X X X X X X X X X 4 9 13 * % UNDER PACE: 0% 5% 6% 27 X X X X X X X X X X X X 7 5 12 *
26 0 0 0 * ARITHMETIC MEAN: 33 34 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 13 23 18
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.13 0.23 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.36 0.48 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

COMPTON BOULEVARD
CARLOS

PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 12:30PM 12:46PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND BULLIS RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF BURRIS AVE
63 X 0 1 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X 2 1 3
49 X 0 1 1
48 0 0 0
47 X X X X X 3 2 5
46 X X X X 1 3 4
45 X X X X X 3 2 5
44 X X X X X X X X 5 3 8
43 X X X X X X 2 4 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X 0 5 5
41 X X X X 3 1 4
40 X X X X X X X X X 7 2 9 85TH %: 43 43 43 M.P.H.
39 X X X X X X X X X X 3 7 10
38 X X X X X X X X X 4 5 9 50TH %: 36 35 35 M.P.H.
37 X X X X X X X X X X X 7 4 11
36 X X X X X X X X X X X X X X X X X X X 12 7 19 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X 3 8 11 *
34 X X X X X X X X X X X X X X X 5 10 15 * 10 MPH PACE: 28 - 37 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X 8 5 13 *
32 X X X X X X X X X X X X X X X X X X X X X 13 8 21 P % IN PACE: 66% 64% 64% 31 X X X X X X X 3 4 7 A
30 X X X X X X X 3 4 7 C % OVER PACE: 33% 32% 31%
29 X X X X X X X X X X X X X X X 6 9 15 E
28 X X X X X X X X 6 2 8 * % UNDER PACE: 1% 4% 6%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 36 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 30 37 34
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.30 0.37 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.61 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

COMPTON BOULEVARD
CARLOS

PARTLY SUNN
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 12:12PM 12:27PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BULLIS RD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1633 COMPTON BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X X X 2 1 3
45 X X X 2 1 3
44 X X X 1 2 3
43 X X X X X X 1 5 6 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 0 3 3
41 X X X 1 2 3
40 X X X 1 2 3 85TH %: 38 40 39 M.P.H.
39 X X X X X X X 2 5 7
38 X X X X X X X 5 2 7 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X 6 3 9
36 X X X X X X X X X X X X X X 8 6 14 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
34 X X X X X X X X X X X X X X X 10 5 15 * 10 MPH PACE: 29 - 38 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X 6 7 13 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 77% 74% 75% 31 X X X X X X X X X X X 6 5 11 A
30 X X X X X X X X X X X X X X X X X X 10 8 18 C % OVER PACE: 12% 26% 25% 29 X X X X X X X X X X X X X X X X 8 8 16 E
28 X X X X X X X X X X X X 4 8 12 * % UNDER PACE: 11% 0% 1% 27 X X X X X X X X X X X X X X 6 8 14 *
26 X 1 0 1 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 24 26 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.26 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.51 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

COMPTON BOULEVARD
CARLOS

PARTLY SUNN
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 9:00AM 9:16AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF GRANDEE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X X X 0 4 4
49 X X X X X X X 5 2 7
48 X X 1 1 2
47 X X X X X X 4 2 6
46 X X 0 2 2
45 X X 1 1 2
44 X X X X X 1 4 5
43 X X X X X X X X X X 3 7 10 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X 4 4 8
41 X X X X X X X X X X X X X X 6 8 14
40 X X X X X X X X X X X 7 4 11 85TH %: 42 44 44 M.P.H. 39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X X X X X 7 7 14 50TH %: 37 38 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X 12 6 18
36 X X X X X X X X X X X 6 5 11 15TH %: 32 32 32 M.P.H. 35 X X X X X X X 4 3 7 *
34 X X X X X X X X X X X X X X X X X X X 12 7 19 * 10 MPH PACE: 32 - 41 33 - 42 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X X 6 9 15 *
32 X X X X X X X X X X X 7 4 11 P % IN PACE: 71% 59% 65% 31 X X X X 2 2 4 A
30 X X X X X 4 1 5 C % OVER PACE: 19% 26% 25%
29 X X 0 2 2 E
28 X X X 2 1 3 * % UNDER PACE: 10% 15% 11%
27 X X X X 2 2 4 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 38 38 M.P.H.
25 X X 0 2 2
24 0 0 0 SAMPLE VARIANCE: 28 42 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.42 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.64 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

EL SEGUNDO BOULEVARD
CARLOS
SUNNY
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 3:40PM 4:10PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CENTRAL AVE AND WILLOWBROOK AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF GREENLEAF DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 0 1 1
47 0 0 0
46 X X X X X 3 2 5
45 X X X 2 1 3
44 X X X X X X X 1 6 7
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X X X 1 3 4
40 X X X X X X X 2 5 7 85TH %: 38 40 40 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X X X X X X X X X 5 6 11 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X 6 9 15
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X 14 10 24 * 34 X X X X X X X X X X X X X X X X X X X X 10 10 20 * 10 MPH PACE: 30 - 39 31 - 40 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X 17 7 24 * 32 X X X X X X X X X X X 7 4 11 P % IN PACE: 85% 71% 78% 31 X X X X X X X X X X X X X X X 8 7 15 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 11% 15% 16% 29 X X X X X X X 2 5 7 E
28 X X X 1 2 3 * % UNDER PACE: 4% 14% 7%
27 X X X X 1 3 4 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 22 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.22 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.47 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

GREENLEAF BOULEVARD
CARLOS

PARTLY SUNN
DRY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 12:53PM 1:21PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILLOWBROOK AVE AND LONG BEACH BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1219 GREENLEAF BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X X 1 1 2
47 X X 1 1 2
46 X X X X 2 2 4
45 X X 1 1 2
44 X X 1 1 2
43 X X X X X 3 2 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 2 2 4
41 X X X X X X X X X 5 4 9
40 X X X X X X X X X 6 3 9 85TH %: 41 40 41 M.P.H.
39 X X X X X X X X X X X X X 9 4 13
38 X X X X X X X X X X X X X X 8 6 14 50TH %: 36 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X X X 8 6 14 15TH %: 32 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X 12 9 21 *
34 X X X X X X X X X X X X 5 7 12 * 10 MPH PACE: 32 - 41 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 9 14 23 * 32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 78% 74% 75% 31 X X X X X X X X X X X 3 8 11 A
30 X X X X X X X X X X 5 5 10 C % OVER PACE: 12% 17% 20% 29 X X X 1 2 3 E
28 X X X X X 1 4 5 * % UNDER PACE: 10% 9% 6%
27 X X 0 2 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 35 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 22 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.22 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.47 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

GREENLEAF BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 11:20AM 12:49PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LONG BEACH BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF MURIEL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X 0 2 2
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 X X X 2 1 3
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X X 2 1 3
40 X X X X 3 1 4 85TH %: 38 37 37 M.P.H.
39 X X X X X X 4 2 6
38 X X X X 3 1 4 50TH %: 33 32 33 M.P.H.
37 X X X X X X X X X X X 6 5 11
36 X X X X X X X X X X X X X 9 4 13 15TH %: 29 28 28 M.P.H. 35 X X X X X X X X X X X X X X 5 9 14 *
34 X X X X X X X X X X X X X X X X X X X 8 11 19 * 10 MPH PACE: 28 - 37 26 - 35 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 14 6 20 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 76% 79% 77% 31 X X X X X X X X X X X X X X X X X X 6 12 18 A
30 X X X X X X X X X X X X X X X X X X X X X 12 9 21 C % OVER PACE: 17% 21% 15% 29 X X X X X X X X X X 5 5 10 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 7% 0% 9% 27 X X X X X X X X X X 5 5 10 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 34 33 33 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 26 23
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.26 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.51 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

GREENLEAF BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 12:39PM 12:56PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF TEMPLE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 X 1 0 1
45 0 0 0
44 X X X 2 1 3
43 X X X X X X 3 3 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 1 2 3
41 X X X X 2 2 4
40 X 0 1 1 85TH %: 39 38 38 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X X X X X X X 8 4 12 50TH %: 34 33 34 M.P.H. 37 X X X X X X X X X X X X X 5 8 13
36 X X X X X X X X X X X X X X X 10 5 15 15TH %: 30 29 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 11 7 18 *
34 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 10 MPH PACE: 30 - 39 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 7 12 19 *
32 X X X X X X X X X X X X X X X X 6 10 16 P % IN PACE: 75% 81% 77% 31 X X X X X X X X X X X X X X X 7 8 15 A
30 X X X X X X X X X X X X 6 6 12 C % OVER PACE: 13% 17% 15% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 12% 2% 9% 27 X X X X X 3 2 5 *
26 0 0 0 * ARITHMETIC MEAN: 35 34 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 19 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.19 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.43 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

LONG BEACH BOULEVARD
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 1:03PM 1:16PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 411 LONG BEACH BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 X 1 0 1
46 0 0 0
45 0 0 0
44 X X X 2 1 3
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X X X 2 1 3
40 X X X X X 3 2 5 85TH %: 38 38 38 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X X X 3 9 12 50TH %: 33 33 33 M.P.H. 37 X X X X X X X X X X X X X 10 3 13
36 X X X X X X X X X 3 6 9 15TH %: 30 30 30 M.P.H.
35 X X X X X X X X 4 4 8 *
34 X X X X X X X X X X X X X X X X X X X X X X X X X 15 10 25 * 10 MPH PACE: 28 - 37 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 13 8 21 *
32 X X X X X X X X X X X X X X X X X 6 11 17 P % IN PACE: 83% 78% 79% 31 X X X X X X X X X X X X X X X X X X X X X X 8 14 22 A 30 X X X X X X X X X X X X X X X X X 11 6 17 C % OVER PACE: 17% 8% 15% 29 X X X X X X X X X X X X X X 8 6 14 E
28 X X X X X X X X X X X 5 6 11 * % UNDER PACE: 0% 14% 7% 27 X X 0 2 2 *
26 0 0 0 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 20 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.20 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.45 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

LONG BEACH BOULEVARD
CARLOS

PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 1:19PM 1:36PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 217 LONG BEACH BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X X X 2 1 3
40 X X X X X X X 5 2 7 85TH %: 38 38 38 M.P.H.
39 X X X X X X X X 3 5 8
38 X X X X X X X X X X 6 4 10 50TH %: 33 34 33 M.P.H. 37 X X X X X X X X X X X 4 7 11
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 29 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 9 9 18 *
34 X X X X X X X X X X X X X X X X X 5 12 17 * 10 MPH PACE: 28 - 37 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 9 8 17 *
32 X X X X X X X X X X X X X X X X X X 10 8 18 P % IN PACE: 80% 80% 80% 31 X X X X X X X X X X X X X X X X X X X X X 12 9 21 A
30 X X X X X X X X X X X X X X X X X 6 11 17 C % OVER PACE: 19% 8% 18% 29 X X X X X X X X X X X X 7 5 12 E
28 X X X X X X X X X X X X 9 3 12 * % UNDER PACE: 1% 12% 3% 27 X X X X X 1 4 5 *
26 0 0 0 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 15 15
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.15 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.39 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

LONG BEACH BOULEVARD
CARLOS

PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 1:40PM 1:54PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 130 LONG BEACH BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X X X 2 1 3
45 X X 1 1 2
44 0 0 0
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X 2 1 3
40 X X X X X 4 1 5 85TH %: 39 37 39 M.P.H.
39 X X X X X X X X X X X X 7 5 12
38 X X X X X X X X X 5 4 9 50TH %: 34 33 34 M.P.H.
37 X X X X X X X X X X X X X 8 5 13
36 X X X X X X X X X X X X X X X X X 10 7 17 15TH %: 29 30 29 M.P.H. 35 X X X X X X X X X X X X X X X X X 5 12 17 *
34 X X X X X X X X X X X X X X X X X X X X 10 10 20 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 6 11 17 *
32 X X X X X X X X X X X X 5 7 12 P % IN PACE: 73% 85% 79% 31 X X X X X X X X X X X X X X X X X X 8 10 18 A
30 X X X X X X X X X X X X X X X 4 11 15 C % OVER PACE: 26% 15% 21% 29 X X X X X X X X X X X X X X X X 11 5 16 E
28 X X X X X X X X X X X X X 6 7 13 * % UNDER PACE: 1% 0% 1% 27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 35 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 15 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.15 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.38 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

LONG BEACH BOULEVARD
CARLOS

PARTLY CLOU
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 11:26AM 12:45PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 530 MANVILLE ST
63 0 0 0
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X 1 2 3
49 0 0 0
48 X X 1 1 2
47 X 1 0 1
46 0 0 0
45 X 1 0 1
44 X 0 1 1
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X 2 0 2
40 X X 1 1 2 85TH %: 37 37 37 M.P.H.
39 X X X X X X 3 3 6
38 X X X 2 1 3 50TH %: 28 29 29 M.P.H.
37 X X X X X 3 2 5
36 X X X 2 1 3 15TH %: 21 23 22 M.P.H.
35 X X X X X X X X 3 5 8 *
34 X X X X X X 3 3 6 * 10 MPH PACE: 21 - 30 24 - 33 24 - 33 M.P.H. 33 X X X X X X X X X X X X 4 8 12 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 52% 56% 54% 31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X 3 7 10 C % OVER PACE: 40% 25% 26% 29 X X X X X X X X X X X 6 5 11 E
28 X X X X X X X X 2 6 8 * % UNDER PACE: 8% 19% 21%
27 X X X X X X X X X X 5 5 10 *
26 X X X X X X X 4 3 7 * ARITHMETIC MEAN: 29 30 30 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 11 8 19
24 X X X X X X X X X X 6 4 10 SAMPLE VARIANCE: 56 64 60 23 X X X X X X X X X 4 5 9
22 X X X X X X X 3 4 7 STANDARD DEVIATION: 8 8 8 M.P.H. 21 X X X X X X X X X X 8 2 10
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.56 0.64 0.30
19 X X X X X 1 4 5
18 X X X X 2 2 4 STD. ERROR OF THE MEAN: 0.75 0.80 0.55 M.P.H. 17 X X 1 1 2
16 X X 2 0 2
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

MANVILLE STREET
CARLOS
SUNNY
DRY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 2:47PM 4:03PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): THORSON AVE AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF BUTLER AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 31 29 30 M.P.H.
39 X 1 0 1
38 X 1 0 1 50TH %: 26 24 25 M.P.H.
37 X 1 0 1
36 X X X 3 0 3 15TH %: 21 21 21 M.P.H.
35 X 1 0 1 *
34 X X X 2 1 3 * 10 MPH PACE: 21 - 30 21 - 30 21 - 30 M.P.H. 33 X X X 1 2 3 *
32 X X 1 1 2 P % IN PACE: 74% 87% 81%
31 X X X X X X X X 8 0 8 A
30 X X X X X X X X X X X 6 5 11 C % OVER PACE: 19% 4% 12% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X X X X 7 5 12 * % UNDER PACE: 7% 9% 8% 27 X X X X X X X X X X X X X X X X X X X X X X 14 8 22 * 26 X X X X X X X X X X X X X X X X X X X 9 10 19 * ARITHMETIC MEAN: 26 25 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X 8 10 18
24 X X X X X X X X X X X X X X X X X X X X X X X X 6 18 24 SAMPLE VARIANCE: 22 12 18 23 X X X X X X X X X X X X X X X X X X X 7 12 19
22 X X X X X X X X X X 5 5 10 STANDARD DEVIATION: 5 4 4 M.P.H. 21 X X X X X X X X X X X X X X X 9 6 15
20 X X X X X X 3 3 6 VARIANCE OF THE MEAN: 0.22 0.12 0.09 19 X X X X 2 2 4
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.46 0.35 0.30 M.P.H. 17 X X X 2 1 3
16 X X 0 2 2
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

MCMILLAN STREET
CARLOS

PARTLY CLOU
DRY
DATE: 01/31/24 DAY: Wednesday TIME PERIOD: 9:53AM 10:55AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ALAMEDA ST AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 401 PALMER ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 0 1 1
40 0 0 0 85TH %: 29 32 30 M.P.H.
39 X 0 1 1
38 0 0 0 50TH %: 25 27 26 M.P.H.
37 X 0 1 1
36 X X X 1 2 3 15TH %: 20 20 20 M.P.H.
35 X X X X 1 3 4 *
34 X X X X 2 2 4 * 10 MPH PACE: 20 - 29 21 - 30 21 - 30 M.P.H. 33 X X X X 0 4 4 *
32 X X X X 1 3 4 P % IN PACE: 74% 63% 68%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X X X X 5 10 15 C % OVER PACE: 14% 21% 15% 29 X X X X X X X X X X X X X X X X X 9 8 17 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 12% 16% 17% 27 X X X X X X X X X X X X X X X X X X 10 8 18 *
26 X X X X X X X X X X X X X X X 8 7 15 * ARITHMETIC MEAN: 25 27 26 M.P.H. 25 X X X X X X X X X X X 6 5 11
24 X X X X X X X X X X X X X X X X 13 3 16 SAMPLE VARIANCE: 20 35 28 23 X X X X X X X X X 4 5 9
22 X X X X X X X X 5 3 8 STANDARD DEVIATION: 4 6 5 M.P.H. 21 X X X X X X X X X X X 6 5 11
20 X X X X X X X X X 6 3 9 VARIANCE OF THE MEAN: 0.20 0.35 0.14 19 X X X X 3 1 4
18 X X X X X X X X 4 4 8 STD. ERROR OF THE MEAN: 0.44 0.59 0.37 M.P.H. 17 X X X X X X X X X 3 6 9
16 X X X X 2 2 4
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

PALMER STREET
CARLOS
CLOUDY
DRY
DATE: 01/31/24 DAY: Wednesday TIME PERIOD: 9:00AM 9:49AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND LONG BEACH BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1116 PALMER ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 1 0 1
40 X X 1 1 2 85TH %: 35 35 35 M.P.H.
39 X X X X 2 2 4
38 X X X X X 3 2 5 50TH %: 31 31 31 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X 3 4 7 15TH %: 26 26 26 M.P.H.
35 X X X X X X X X X X X X X X X X 10 6 16 *
34 X X X X X X X X X X X X X X 8 6 14 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X 9 6 15 *
32 X X X X X X X X X X X X X X X X X X 8 10 18 P % IN PACE: 72% 73% 73% 31 X X X X X X X X X X X X X X X 5 10 15 A
30 X X X X X X X X X X X X X X X X X X X X X 13 8 21 C % OVER PACE: 15% 14% 15% 29 X X X X X X X X X X X X X 4 9 13 E
28 X X X X X X X X X X X 7 4 11 * % UNDER PACE: 13% 13% 13% 27 X X X X X X X X X X 2 8 10 *
26 X X X X X X X X X X X X 6 6 12 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X X 1 4 5 SAMPLE VARIANCE: 25 24 24
23 X X X X 3 1 4
22 X X X 2 1 3 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 1 0 1
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.25 0.24 0.12
19 X 0 1 1
18 X X 2 0 2 STD. ERROR OF THE MEAN: 0.50 0.49 0.35 M.P.H. 17 X 0 1 1
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

PALMER STREET
CARLOS
CLOUDY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 10:41AM 12:25PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 138TH ST AND EL SEGUNDO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2176 PARMELEE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 0 1 1
40 0 0 0 85TH %: 31 30 31 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %: 26 26 26 M.P.H.
37 X X 1 1 2
36 0 0 0 15TH %: 22 21 22 M.P.H.
35 X 0 1 1 *
34 X X X X X 3 2 5 * 10 MPH PACE: 21 - 30 21 - 30 21 - 30 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X 4 1 5 P % IN PACE: 79% 76% 78%
31 X X X X X X X X X X 6 4 10 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 18% 13% 16% 29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X X X X X X X X 8 9 17 * % UNDER PACE: 3% 11% 7% 27 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
26 X X X X X X X X X X X X X X 6 8 14 * ARITHMETIC MEAN: 27 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X X X 12 12 24 24 X X X X X X X X X X X X X X 7 7 14 SAMPLE VARIANCE: 21 20 21 23 X X X X X X X X X X X X X 10 3 13
22 X X X X X X X X X X X X X X 6 8 14 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X X X X X X X X 7 6 13
20 X X X X X 0 5 5 VARIANCE OF THE MEAN: 0.21 0.20 0.10 19 X X X X X 2 3 5
18 X X X X 1 3 4 STD. ERROR OF THE MEAN: 0.46 0.45 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

PARMELEE AVENUE
CARLOS
SUNNY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 10:35AM 10:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 821 ROSECRANS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 X X 2 0 2
47 X 1 0 1
46 X 1 0 1
45 X X X 1 2 3
44 X X X X X 3 2 5
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X X X X 4 1 5
40 X X X 2 1 3 85TH %: 40 36 38 M.P.H.
39 X X 2 0 2
38 X X X X X X X X X X 9 1 10 50TH %: 35 32 34 M.P.H. 37 X X X X X X X 4 3 7
36 X X X X X X X X X X X X X X X X X X X X 8 12 20 15TH %: 31 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 34 X X X X X X X X X X X X X X X X X X 9 9 18 * 10 MPH PACE: 30 - 39 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X 13 5 18 *
32 X X X X X X X X X X X X X X X X X X 6 12 18 P % IN PACE: 79% 93% 82% 31 X X X X X X X X X X X X X X X X X X X X X X X 7 16 23 A 30 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 C % OVER PACE: 16% 7% 12% 29 X X X X X 2 3 5 E
28 X X X X X X X X X 0 9 9 * % UNDER PACE: 5% 0% 6%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 35 33 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 14 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.14 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.37 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 10:13AM 10:30AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 344 ROSECRANS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 0 2 2
49 0 0 0
48 X 0 1 1
47 0 0 0
46 X X 0 2 2
45 X 0 1 1
44 X X X X 0 4 4
43 X X X X X 2 3 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X 1 1 2
41 X X X X X X X 2 5 7
40 X X X X X X X X X 5 4 9 85TH %: 38 41 40 M.P.H.
39 X X X X 2 2 4
38 X X X X X X X X X X X X X X 6 8 14 50TH %: 34 34 34 M.P.H. 37 X X X X X X X X X X X X X X X X 11 5 16
36 X X X X X X X X X X X X X X X X X 12 5 17 15TH %: 30 29 29 M.P.H. 35 X X X X X X X X X X X X X X 8 6 14 *
34 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 * 10 MPH PACE: 29 - 38 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X 7 9 16 *
32 X X X X X X X X X X X X X X X 10 5 15 P % IN PACE: 84% 65% 74% 31 X X X X X X X X 3 5 8 A
30 X X X X X X X X X X 7 3 10 C % OVER PACE: 12% 33% 19% 29 X X X X X X X X X X X X X X X X 8 8 16 E
28 X X X X X X X X X X X X 3 9 12 * % UNDER PACE: 4% 2% 8% 27 X X X 1 2 3 *
26 0 0 0 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 13 31 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.13 0.31 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.55 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 9:57AM 10:10AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ACACIA AVE AND SANTA FE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 200 W ROSECRANS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 X 0 1 1
48 X 0 1 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 0 4 4
41 X X X X X X X 1 6 7
40 X X X X X 0 5 5 85TH %: 37 41 39 M.P.H.
39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X X X 7 5 12 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X 9 4 13
36 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X 15 7 22 * 34 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 * 32 X X X X X X X X X X 6 4 10 P % IN PACE: 91% 74% 83%
31 X X X X X X X X X X X X X X X X 11 5 16 A
30 X X X X X X X X X X X X X X X 6 9 15 C % OVER PACE: 4% 22% 13% 29 X X X X X 1 4 5 E
28 X X X 3 0 3 * % UNDER PACE: 5% 4% 5%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 34 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 11 26 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.26 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.33 0.51 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 9:34AM 9:50AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SANTA FE AVE AND BULLIS RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF POINSETTIA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 0 2 2
50 X 0 1 1
49 X X 1 1 2
48 0 0 0
47 X X X 1 2 3
46 X 1 0 1
45 X X 0 2 2
44 X X X X X 2 3 5
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 3 2 5
41 X X X X X 2 3 5
40 X X X X X X X 3 4 7 85TH %: 39 41 40 M.P.H.
39 X X X X 2 2 4
38 X X X X 1 3 4 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X 5 4 9
36 X X X X X X X X X X X X X X X X X 10 7 17 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X 9 8 17 *
34 X X X X X X X X X X X X X X X X X X X X X X X X 14 10 24 * 10 MPH PACE: 28 - 37 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X 7 8 15 *
32 X X X X X X X X X X X X X 8 5 13 P % IN PACE: 77% 69% 73% 31 X X X X X X X X X 4 5 9 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 17% 31% 27% 29 X X X X X X X X X X X X 5 7 12 E
28 X X X X X X X X X X X X X 7 6 13 * % UNDER PACE: 6% 0% 1% 27 X X X X X X X X X X X 4 7 11 *
26 X X 2 0 2 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 38 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.38 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.61 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 9:16AM 9:31AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BULLIS RD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF MURIEL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 X X X 0 3 3
46 X 0 1 1
45 X X X X 3 1 4
44 X X X X X X X 4 3 7
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X X X X X X X 4 9 13
41 X X X X X 3 2 5
40 X X X X X X X X X X X X 8 4 12 85TH %: 41 42 42 M.P.H. 39 X X X X X X X X X X X X X X X 9 6 15
38 X X X X X X X X X X X X X X X 8 7 15 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 36 X X X X X X X X X X X X X X X X X X X X X 12 9 21 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X 3 10 13 *
34 X X X X X X X X X X X X X 8 5 13 * 10 MPH PACE: 31 - 40 33 - 42 31 - 40 M.P.H. 33 X X X X X X X 2 5 7 *
32 X X X X X X X X X X X X 8 4 12 P % IN PACE: 76% 69% 71% 31 X X X X X X X X X X X X 8 4 12 A
30 X X X X X X X X X X 4 6 10 C % OVER PACE: 16% 11% 19% 29 X X X X X X X 3 4 7 E
28 X X X 1 2 3 * % UNDER PACE: 8% 20% 10%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 24 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.24 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.49 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

ROSECRANS AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 3:26PM 3:47PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ARTESIA BLVD AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1911 SANTA FE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X X X 2 1 3
49 X X X X 2 2 4
48 X X 2 0 2
47 X X X X X 4 1 5
46 X X X X 2 2 4
45 X X X X X X X X X X X 3 8 11
44 X X X X X X X X X X X 5 6 11
43 X X X X X X X X X X X 8 3 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X 5 4 9
41 X X X X X X X X X X X X X X 7 7 14
40 X X X X X X X X X X 6 4 10 85TH %: 45 44 45 M.P.H. 39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X 6 2 8 50TH %: 39 37 38 M.P.H.
37 X X X X X X X X X X X X X X X 8 7 15
36 X X X X X X X X X X X X 5 7 12 15TH %: 34 32 33 M.P.H. 35 X X X X X X X X X X 6 4 10 *
34 X X X X X X X X X X X X X X X 7 8 15 * 10 MPH PACE: 34 - 43 32 - 41 33 - 42 M.P.H. 33 X X X X X X X X X X X X X 5 8 13 *
32 X X X X X X X X X 4 5 9 P % IN PACE: 65% 58% 60%
31 X X X X X X X X X X 4 6 10 A
30 X X X X X 1 4 5 C % OVER PACE: 21% 28% 27%
29 X X 0 2 2 E
28 X X 0 2 2 * % UNDER PACE: 14% 14% 14%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 38 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 34 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.34 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.58 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 3:07PM 3:22PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1300 SANTA FE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 X X X 2 1 3
49 X X X X X X X 4 3 7
48 X X X 1 2 3
47 X X X X X X X X X 3 6 9
46 X X X X X X X 1 6 7
45 X X X X X X X X X 6 3 9
44 X X X X X X X X X X X X 7 5 12
43 X X X X X X X X 4 4 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X X X X X X X X X 9 14 23 41 X X X X X X X X X 2 7 9
40 X X X X X X X X X X X X X X X X X X 8 10 18 85TH %: 45 46 46 M.P.H. 39 X X X X X X X X X X X X X X 2 12 14
38 X X X X X X X 4 3 7 50TH %: 40 41 40 M.P.H.
37 X X X X X X X X X X X X X X 8 6 14
36 X X X X X X X X X X X X X X X 7 8 15 15TH %: 33 36 35 M.P.H. 35 X X X X X X X X X X X X 8 4 12 *
34 X X X 3 0 3 * 10 MPH PACE: 35 - 44 35 - 44 35 - 44 M.P.H. 33 X X X X 4 0 4 *
32 X X X X X X X X 6 2 8 P % IN PACE: 59% 73% 66%
31 X X X X 3 1 4 A
30 0 0 0 C % OVER PACE: 21% 23% 22%
29 X X X 2 1 3 E
28 X X 2 0 2 * % UNDER PACE: 20% 4% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 40 41 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 37 21 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.21 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.46 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 2:44PM 3:03PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 333 SANTA FE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 0 2 2
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X X 1 1 2
45 X X X 0 3 3
44 X 0 1 1
43 X X X 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 3 0 3
41 X X 1 1 2
40 X X X X X X X 4 3 7 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X 5 5 10 50TH %: 34 34 34 M.P.H. 37 X X X X X X X X X X X X X X X X X X 9 9 18
36 X X X X X X X X X X X X X X 8 6 14 15TH %: 29 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 8 10 18 *
34 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X 7 6 13 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 77% 75% 76% 31 X X X X X X X X X X X X X X X X 7 9 16 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 16% 12% 18%
29 X X X X X X X X X X X X X X X 8 7 15 E
28 X X X X X X X X X 4 5 9 * % UNDER PACE: 7% 13% 7%
27 X X X 2 1 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 23 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.23 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.48 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 2:25PM 2:39PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 507 SANTA FE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 0 0 0
45 X X X X X 0 5 5
44 X X 2 0 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X X X 0 4 4
40 X X X X X X 3 3 6 85TH %: 37 39 39 M.P.H.
39 X X X X X X X X X X X X X X 3 11 14
38 X X X X X X X X X X X X X 5 8 13 50TH %: 32 35 33 M.P.H. 37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X X X X X X X 4 9 13 15TH %: 29 31 30 M.P.H. 35 X X X X X X X X X X X X X 8 5 13 *
34 X X X X X X X X X X X X X X X 4 11 15 * 10 MPH PACE: 28 - 37 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 9 10 19 *
32 X X X X X X X X X X X X X X X X X X 11 7 18 P % IN PACE: 85% 78% 78% 31 X X X X X X X X X X X X X X X X 10 6 16 A
30 X X X X X X X X X X X X X X X X X X 13 5 18 C % OVER PACE: 15% 13% 17% 29 X X X X X X X X X X X X X X X X X X 14 4 18 E
28 X X X X X X X X X X X 6 5 11 * % UNDER PACE: 0% 9% 6% 27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 33 35 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 15 19 18
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.15 0.19 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.43 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

SANTA FE AVENUE
CARLOS

PARTLY CLOU
DRY
DATE: 01/19/24 DAY: Friday TIME PERIOD: 2:05PM 2:21PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1311 SANTA FE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 0 2 2
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 0 0 0
45 X 0 1 1
44 X X X 1 2 3
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X X X X X X 2 6 8
40 X X X X X X X X 5 3 8 85TH %: 39 40 39 M.P.H.
39 X X X X X X 4 2 6
38 X X X X X X X X 4 4 8 50TH %: 35 34 34 M.P.H.
37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X X X X X X X X X X X X X X X X X X 13 11 24 15TH %: 29 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X 12 4 16 *
34 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 * 10 MPH PACE: 28 - 37 29 - 38 28 - 37 M.P.H. 33 X X X X X X X X X X X X X 3 10 13 *
32 X X X X X X X X X X X X X X 5 9 14 P % IN PACE: 79% 80% 79% 31 X X X X X X X X X X X X X X X 7 8 15 A
30 X X X X X X X X X X X X X X X 6 9 15 C % OVER PACE: 21% 18% 22% 29 X X X X X X X X X X X X X X X X X 11 6 17 E
28 X X X X X X X X X 7 2 9 * % UNDER PACE: 0% 2% 0%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 34 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 20 20
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.20 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.45 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

SANTA FE AVENUE
CARLOS
CLOUDY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 9:36AM 10:08AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND APRA ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 685 VICTORIA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X 1 0 1
44 X X X X X 5 0 5
43 X X X X 1 3 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X 5 0 5
41 X X X X X X 1 5 6
40 X X X X X X X 4 3 7 85TH %: 40 38 39 M.P.H.
39 X X X X 3 1 4
38 X X X X X X X X 7 1 8 50TH %: 31 30 31 M.P.H.
37 X X X X X X X X 6 2 8
36 X X X X X X X X X X X 8 3 11 15TH %: 24 23 24 M.P.H. 35 X X X X X X X X 3 5 8 *
34 X X X X X X X 1 6 7 * 10 MPH PACE: 28 - 37 27 - 36 28 - 37 M.P.H. 33 X X X X X X X X X X 3 7 10 *
32 X X X X X X X X 2 6 8 P % IN PACE: 48% 58% 53%
31 X X X X X X X X X X 5 5 10 A
30 X X X X X X X X X X X X X X X X X X 7 11 18 C % OVER PACE: 27% 16% 21% 29 X X X X X X X X X X X X 4 8 12 E
28 X X X X X X X X X X X X X 9 4 13 * % UNDER PACE: 25% 26% 27% 27 X X X X X X X 4 3 7 *
26 X X X X X 3 2 5 * ARITHMETIC MEAN: 32 30 31 M.P.H. 25 X X X X 2 2 4
24 X X X X X X X X X X 7 3 10 SAMPLE VARIANCE: 47 46 47 23 X X X X X X X X X 4 5 9
22 X 0 1 1 STANDARD DEVIATION: 7 7 7 M.P.H.
21 X X X X X X 2 4 6
20 X X X X X 1 4 5 VARIANCE OF THE MEAN: 0.47 0.45 0.24 19 X 1 0 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.68 0.67 0.49 M.P.H. 17 X 1 0 1
16 X X 0 2 2
15 X X 0 2 2
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

VICTORIA STREET
CARLOS
SUNNY
DRY
DATE: 01/26/24 DAY: Friday TIME PERIOD: 9:00AM 9:33AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): APRA ST AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 375 VICTORIA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 X X 1 1 2
47 X 1 0 1
46 X 1 0 1
45 X 0 1 1
44 X 0 1 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 0 2 2
41 X X X X X 2 3 5
40 X X X X X 3 2 5 85TH %: 36 38 38 M.P.H.
39 X X X 0 3 3
38 X X X X X X X X X X X 4 7 11 50TH %: 29 31 30 M.P.H. 37 X X X 1 2 3
36 X X X X X X 2 4 6 15TH %: 22 25 23 M.P.H.
35 X X X X X X X X X X 4 6 10 *
34 X X X X X X X X X 5 4 9 * 10 MPH PACE: 22 - 31 26 - 35 23 - 32 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X X X X X X X X X 4 8 12 P % IN PACE: 57% 57% 55% 31 X X X X X X X X X X X X 7 5 12 A
30 X X X X X X X X X X X X X X X X X 9 8 17 C % OVER PACE: 31% 26% 33% 29 X X X X X X X X X X 4 6 10 E
28 X X X X X X X X X X X X 5 7 12 * % UNDER PACE: 12% 17% 12% 27 X X X X X X 4 2 6 *
26 X X X X X X X X X X X X X X 6 8 14 * ARITHMETIC MEAN: 29 31 30 M.P.H. 25 X X X X X X X X 4 4 8
24 X X X X X X X X X X X 6 5 11 SAMPLE VARIANCE: 51 42 47 23 X X X X X X X X 7 1 8
22 X X X X X X 5 1 6 STANDARD DEVIATION: 7 7 7 M.P.H. 21 X X X 3 0 3
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.51 0.42 0.24
19 X X 1 1 2
18 X X 1 1 2 STD. ERROR OF THE MEAN: 0.71 0.65 0.49 M.P.H. 17 X X X 2 1 3
16 X X 1 1 2
15 X X 1 1 2
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

VICTORIA STREET
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 1:49PM 3:01PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND WILMINGTON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 901 WALNUT AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 X X 1 1 2
46 X 0 1 1
45 0 0 0
44 X 1 0 1
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 0 0 0
40 X X X X 0 4 4 85TH %: 36 36 36 M.P.H.
39 X X X X 3 1 4
38 X X 1 1 2 50TH %: 28 26 28 M.P.H.
37 X X X X X 5 0 5
36 X X X X X X 2 4 6 15TH %: 21 20 21 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X X X X 6 3 9 * 10 MPH PACE: 25 - 34 19 - 28 20 - 29 M.P.H. 33 X X X 1 2 3 *
32 X X X X X X 3 3 6 P % IN PACE: 56% 55% 53%
31 X X X X X X X X X X 8 2 10 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 19% 39% 39%
29 X X X X X X X X X 6 3 9 E
28 X X X X X X X X X X X X X X X 8 7 15 * % UNDER PACE: 25% 6% 8% 27 X X X X X X X X 5 3 8 *
26 X X X X X X X X X X X X X X X 9 6 15 * ARITHMETIC MEAN: 29 28 28 M.P.H. 25 X X X X X X X X X X X 5 6 11
24 X X X X X X 3 3 6 SAMPLE VARIANCE: 41 57 49
23 X X X X X X X X X X X 4 7 11
22 X X X X X X X X X 3 6 9 STANDARD DEVIATION: 6 8 7 M.P.H. 21 X X X X X X X X X X X X 8 4 12
20 X X X X X X X X X X 2 8 10 VARIANCE OF THE MEAN: 0.41 0.57 0.24 19 X X X X X X X 2 5 7
18 X X X X X X 2 4 6 STD. ERROR OF THE MEAN: 0.64 0.75 0.49 M.P.H. 17 X X X 1 2 3
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF COMPTON
TO

WALNUT STREET
CARLOS
SUNNY
DRY
DATE: 01/29/24 DAY: Monday TIME PERIOD: 3:05PM 4:24PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILMINGTON AVE AND ACACIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 615 WALNUT AVE
63 0 0 0
62 X X 2 0 2
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 X X 2 0 2 DATA COLLECTION METHOD:
52 X X 1 1 2
51 X X 2 0 2
50 X 1 0 1
49 X X 1 1 2
48 X X X 2 1 3
47 X 1 0 1
46 X 1 0 1
45 X X 2 0 2
44 X X X 1 2 3
43 X X X X X 1 4 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 2 1 3
41 X X X X X X X X 5 3 8
40 X X X X X X X X X X X X X 8 5 13 85TH %: 46 40 42 M.P.H. 39 X X X X X X X X X X X 7 4 11
38 X X X X X X X X 6 2 8 50TH %: 37 33 35 M.P.H.
37 X X X X X X X X X X X X X X 9 5 14
36 X X X X X X X X X X X 4 7 11 15TH %: 30 23 26 M.P.H. 35 X X X X X X X X X X X 5 6 11 *
34 X X X X X X X X 4 4 8 * 10 MPH PACE: 31 - 40 32 - 41 31 - 40 M.P.H. 33 X X X X X X X X X X X 4 7 11 *
32 X X X X X X X X X X 4 6 10 P % IN PACE: 57% 49% 53%
31 X X X X X X X X X 6 3 9 A
30 X X X X X X X X 6 2 8 C % OVER PACE: 27% 10% 20%
29 X X X X X X X X X 3 6 9 E
28 X X X 2 1 3 * % UNDER PACE: 16% 41% 27%
27 X X X X 0 4 4 *
26 X X X X 0 4 4 * ARITHMETIC MEAN: 38 32 35 M.P.H.
25 X X X 0 3 3
24 X X 0 2 2 SAMPLE VARIANCE: 70 58 71
23 X X X X X X X 2 5 7
22 X X X X 1 3 4 STANDARD DEVIATION: 8 8 8 M.P.H.
21 0 0 0
20 X X X X X 1 4 5 VARIANCE OF THE MEAN: 0.70 0.58 0.36 19 X 1 0 1
18 X X 0 2 2 STD. ERROR OF THE MEAN: 0.84 0.76 0.60 M.P.H. 17 X 0 1 1
16 X 0 1 1
15 0 0 0
100 100 200

CITY OF COMPTON
TO

WALNUT STREET
CARLOS
SUNNY
FAIR
RADAR
DRY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 9:00AM 11:00AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1020 WILLOWBROOK AVE (EAST) 63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 0 0 0
48 X 0 1 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 0 3 3
41 X X X X X 1 4 5
40 X X X 1 2 3 85TH %: 38 41 40 M.P.H.
39 X X X X X X X 1 6 7
38 X X X X X X 2 4 6 50TH %: 31 35 33 M.P.H.
37 X X X X X X X 2 5 7
36 X X X X X X X X X X X X X 6 7 13 15TH %: 26 28 27 M.P.H. 35 X X X 1 2 3 *
34 X X X X X 1 4 5 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X 2 5 7 P % IN PACE: 58% 60% 58%
31 X X X X X X X X 4 4 8 A
30 X X X X X X X 4 3 7 C % OVER PACE: 13% 19% 21%
29 X X X X X X X X 4 4 8 E
28 X X X X X 0 5 5 * % UNDER PACE: 28% 21% 21%
27 X X X X X X X 4 3 7 *
26 X X X X X X X 4 3 7 * ARITHMETIC MEAN: 32 35 34 M.P.H. 25 X 1 0 1
24 X X X 2 1 3 SAMPLE VARIANCE: 54 32 42
23 0 0 0
22 X 1 0 1 STANDARD DEVIATION: 7 6 7 M.P.H.
21 X 1 0 1
20 X 1 0 1 VARIANCE OF THE MEAN: 1.02 0.43 0.33
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 1.01 0.65 0.58 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
53 75 128
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILLOWBROOK AVENUE (EAST)
CARLOS
SUNNY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 11:03AM 12:35PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF INDIGO ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X X 1 1 2
44 X X 1 1 2
43 X X X 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X X X X 2 2 4
40 X X X 2 1 3 85TH %: 37 38 38 M.P.H.
39 X X X X X 3 2 5
38 X X X X X X 1 5 6 50TH %: 31 32 31 M.P.H.
37 X X X X 2 2 4
36 X X X X X X 1 5 6 15TH %: 25 27 26 M.P.H.
35 X X X X X X X X X X X X 6 6 12 *
34 X X X X X X X X X X X X X 5 8 13 * 10 MPH PACE: 26 - 35 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 9 9 18 *
32 X X X X X X X X X X X X X X X X 6 10 16 P % IN PACE: 66% 68% 66% 31 X X X X X X X X X X X X X X X X X X 12 6 18 A
30 X X X X X X X X X X X X X 5 8 13 C % OVER PACE: 18% 18% 18% 29 X X X X X X X X X X X X X 7 6 13 E
28 X X X X X X X X X X X X X X 8 6 14 * % UNDER PACE: 16% 14% 17% 27 X X X X X X X X X 5 4 9 *
26 X X X X X X 3 3 6 * ARITHMETIC MEAN: 31 32 32 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X 2 2 4 SAMPLE VARIANCE: 39 33 36
23 X X X X X X X X 6 2 8
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X X 1 1 2
20 X 1 0 1 VARIANCE OF THE MEAN: 0.39 0.33 0.18
19 X X 2 0 2
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.62 0.57 0.42 M.P.H. 17 X X 0 2 2
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILLOWBROOK AVENUE (EAST)
CARLOS
SUNNY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 12:42PM 1:53PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 812 WILLOWBROOK AVE (EAST)
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 1 0 1
44 X 0 1 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 0 2 2
41 X X X 1 2 3
40 X X 1 1 2 85TH %: 35 37 36 M.P.H.
39 X X X 1 2 3
38 X X X 2 1 3 50TH %: 30 30 30 M.P.H.
37 X X X X X X X X X 4 5 9
36 X X X X X X 2 4 6 15TH %: 25 26 26 M.P.H.
35 X X X X X X X X X X 6 4 10 *
34 X X X X X X X X X 4 5 9 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X 5 3 8 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 71% 68% 70% 31 X X X X X X X X X X X X X X X 5 10 15 A
30 X X X X X X X X X X X X X X X X X X X X X X X X 10 14 24 C % OVER PACE: 13% 20% 17% 29 X X X X X X X X X X X X X X X X X X X 12 7 19 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 16% 12% 14% 27 X X X X X X X X X 4 5 9 *
26 X X X X X X X X X X X X X X X 10 5 15 * ARITHMETIC MEAN: 30 31 30 M.P.H. 25 X X X X X 3 2 5
24 X X X X X 1 4 5 SAMPLE VARIANCE: 38 31 35
23 X X X 1 2 3
22 X X X X X 2 3 5 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 1 0 1
20 X 1 0 1 VARIANCE OF THE MEAN: 0.38 0.31 0.17
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.56 0.42 M.P.H. 17 X X 1 1 2
16 X X X X X 5 0 5
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILLOWBROOK AVENUE (EAST)
CARLOS

PARTLY CLOU
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 1:37PM 2:48PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF BENNETT ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X 1 0 1
49 0 0 0
48 X 0 1 1
47 X 0 1 1
46 0 0 0
45 X 1 0 1
44 X 1 0 1
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X 1 1 2
40 X X 2 0 2 85TH %: 36 36 36 M.P.H.
39 X X X 0 3 3
38 X X X X 3 1 4 50TH %: 31 30 30 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X X X 7 3 10 15TH %: 24 23 24 M.P.H. 35 X X X X X X X X X 4 5 9 *
34 X X X X X X X X X X X X 8 4 12 * 10 MPH PACE: 27 - 36 23 - 32 27 - 36 M.P.H. 33 X X X X X X X X X X X 7 4 11 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 63% 60% 59% 31 X X X X X X X X X X X X X 3 10 13 A
30 X X X X X X X X X X X X X X X 8 7 15 C % OVER PACE: 13% 30% 14% 29 X X X X X X X X X X 6 4 10 E
28 X X X X X X X X X X X X X X 7 7 14 * % UNDER PACE: 24% 10% 28% 27 X X X X X X X 4 3 7 *
26 X X X X X X X X X 4 5 9 * ARITHMETIC MEAN: 31 30 31 M.P.H. 25 X X X X X X 4 2 6
24 X X X X X X X X X X X X X 7 6 13 SAMPLE VARIANCE: 36 46 41 23 X X X X X X X X X X 2 8 10
22 X X X X X X X 1 6 7 STANDARD DEVIATION: 6 7 6 M.P.H. 21 X X X 2 1 3
20 X 0 1 1 VARIANCE OF THE MEAN: 0.36 0.46 0.21
19 X X X X X 3 2 5
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.68 0.45 M.P.H. 17 0 0 0
16 X 1 0 1
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILLOWBROOK AVENUE (WEST)
CARLOS
CLOUDY
DATE: 01/24/24 DAY: Wednesday TIME PERIOD: 2:54PM 3:43PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF CYPRESS ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 1 1 2
40 X X X 1 2 3 85TH %: 35 36 36 M.P.H.
39 X X 0 2 2
38 X X X X X X X X 3 5 8 50TH %: 31 31 31 M.P.H.
37 X X X X X 3 2 5
36 X X X X X X X X X 5 4 9 15TH %: 27 26 27 M.P.H.
35 X X X X X X X X X X X 6 5 11 *
34 X X X X X X X X X 5 4 9 * 10 MPH PACE: 27 - 36 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X 2 6 8 *
32 X X X X X X X X X X X X X X X X X X X X X X X X 13 11 24 P % IN PACE: 83% 70% 76% 31 X X X X X X X X X X X X X X X X X X X X 12 8 20 A
30 X X X X X X X X X X X X X X X X X X X X X X X X 16 8 24 C % OVER PACE: 8% 19% 16% 29 X X X X X X X X X X X X X 7 6 13 E
28 X X X X X X X X X X X X X X X X 10 6 16 * % UNDER PACE: 9% 11% 8% 27 X X X X X X X X X X X X X X X X 7 9 16 *
26 X X X X X X X X X X X 4 7 11 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X 0 2 2
24 X X X X X X X 4 3 7 SAMPLE VARIANCE: 14 26 20
23 X X X 0 3 3
22 X 1 0 1 STANDARD DEVIATION: 4 5 4 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.14 0.26 0.10
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.51 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILLOWBROOK AVENUE (WEST)
CARLOS
CLOUDY
DATE: 01/30/24 DAY: Tuesday TIME PERIOD: 1:57PM 2:41PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF ELM ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 1 0 1
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 1 0 1 85TH %: 32 30 31 M.P.H.
39 0 0 0
38 X X X 2 1 3 50TH %: 27 25 26 M.P.H.
37 X 1 0 1
36 0 0 0 15TH %: 21 22 21 M.P.H.
35 X X X 2 1 3 *
34 X X X X X X 3 3 6 * 10 MPH PACE: 23 - 32 22 - 31 22 - 31 M.P.H. 33 X X X 1 2 3 *
32 X X X X X X X X 6 2 8 P % IN PACE: 67% 77% 72%
31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X 6 3 9 C % OVER PACE: 11% 9% 13%
29 X X X X X X X X X X X X X X X X X 7 10 17 E
28 X X X X X X X X X X X X X X 6 8 14 * % UNDER PACE: 22% 14% 15% 27 X X X X X X X X X X X X X X X X X X 10 8 18 *
26 X X X X X X X X X X X X X X X X X 9 8 17 * ARITHMETIC MEAN: 27 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X 9 9 18
24 X X X X X X X X X X X X X X X X 4 12 16 SAMPLE VARIANCE: 27 18 23 23 X X X X X X X 3 4 7
22 X X X X X X X X X X X X X X X X X 6 11 17 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X X X 5 3 8
20 X X X X X X 3 3 6 VARIANCE OF THE MEAN: 0.27 0.18 0.11 19 X X X X X X X X 6 2 8
18 X X X X X X 2 4 6 STD. ERROR OF THE MEAN: 0.52 0.43 0.34 M.P.H. 17 X X 0 2 2
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILLOWBROOK AVENUE (WEST)
CARLOS

PARTLY CLOU
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 3:13PM 3:32PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMIT AND GREENLEAF BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF CAROB ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X X 0 2 2
44 X X 0 2 2
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X X X 0 4 4
40 X X X X X X 2 4 6 85TH %: 36 40 38 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X 2 8 10 50TH %: 33 35 34 M.P.H. 37 X X X X X X X X X X X X X X 6 8 14
36 X X X X X X X X X X X X X X 5 9 14 15TH %: 29 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X X X 18 8 26 * 34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 28 - 37 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 12 9 21 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 90% 74% 79% 31 X X X X X X X X X X X X X X X X X 10 7 17 A
30 X X X X X X X X X X X X 7 5 12 C % OVER PACE: 9% 16% 20% 29 X X X X X X X X X X X X X X 10 4 14 E
28 X X X X X X X X X X X X 8 4 12 * % UNDER PACE: 1% 10% 2% 27 X X X 1 2 3 *
26 0 0 0 * ARITHMETIC MEAN: 33 35 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 11 19 16
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.19 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.34 0.43 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILMINGTON AVENUE
CARLOS

PARTLY SUNN
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 2:50PM 3:04PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENLEAF BLVD AND ALONDRA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF TICHENOR ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 0 0 0
47 X X 1 1 2
46 0 0 0
45 X X 2 0 2
44 X X X X X 2 3 5
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X 4 6 10
41 X X X X X X X X 4 4 8
40 X X X X X X X X 5 3 8 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X X X X X X X X X X 10 7 17 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X 8 9 17
36 X X X X X X X X X X X 3 8 11 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X 5 6 11 *
34 X X X X X X X X X X X X X X X X X X X 10 9 19 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X 10 7 17 *
32 X X X X X X X X 4 4 8 P % IN PACE: 71% 73% 72%
31 X X X X X X X X X X X X X X X 8 7 15 A
30 X X X X X X X X X X X X X X X X 6 10 16 C % OVER PACE: 20% 18% 19% 29 X X X X X X X X X X X 5 6 11 E
28 X X X X 1 3 4 * % UNDER PACE: 9% 9% 9%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 36 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 20 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.20 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.44 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF COMPTON
TO

WILMINGTON AVENUE
CARLOS

PARTLY SUNN
FAIR
RADAR
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 2:27PM 2:39PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ALONDRA BLVD AND COMPTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF KEMP CT
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X X X 2 1 3
51 X 1 0 1
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 1 1 2
46 X X 1 1 2
45 X 1 0 1
44 X X X 2 1 3
43 X X X X 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 1 0 1
41 X X X X X X 4 2 6
40 X X X X X X 3 3 6 85TH %: 41 38 39 M.P.H.
39 X X X X X X X X X X 6 4 10
38 X X X X X X X X 5 3 8 50TH %: 35 34 35 M.P.H.
37 X X X X X X X X X X X X X X X 10 5 15
36 X X X X X X X X X X X X X X X X X X X 7 12 19 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X X 11 14 25 * 34 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 10 MPH PACE: 30 - 39 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 10 13 23 * 32 X X X X X X X X X X X X X X X 4 11 15 P % IN PACE: 76% 82% 79% 31 X X X X X X X X X X X X X 7 6 13 A
30 X X X X X X 4 2 6 C % OVER PACE: 19% 7% 12%
29 X X X X X X X 4 3 7 E
28 X X X X X 1 4 5 * % UNDER PACE: 5% 11% 10%
27 X X 0 2 2 *
26 0 0 0 * ARITHMETIC MEAN: 36 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 24 17 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.17 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.41 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILMINGTON AVENUE
CARLOS

PARTLY SUNN
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 2:10PM 2:23PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COMPTON BLVD AND ROSECRANS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF ELM ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 0 1 1
49 0 0 0
48 X 1 0 1
47 X X 1 1 2
46 X X X X 2 2 4
45 X X X 2 1 3
44 X X X X X 4 1 5
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X X X X X X 5 1 6
40 X X X X X 2 3 5 85TH %: 41 40 41 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X X X X X X 4 7 11 50TH %: 33 35 34 M.P.H. 37 X X X X X X X X X X X X X 3 10 13
36 X X X X X X X X X X X X X X 3 11 14 15TH %: 29 32 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 5 14 19 *
34 X X X X X X X X X X X X X X X X 6 10 16 * 10 MPH PACE: 29 - 38 31 - 40 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X 13 4 17 *
32 X X X X X X X X X X X X X X X X X X X 9 10 19 P % IN PACE: 73% 77% 75% 31 X X X X X X X X X X X X X X X 10 5 15 A
30 X X X X X X X X X X X X 9 3 12 C % OVER PACE: 23% 14% 22% 29 X X X X X X X X X X X X X 11 2 13 E
28 X X X X X X 2 4 6 * % UNDER PACE: 4% 9% 4%
27 X X 2 0 2 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 24 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.24 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.49 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF COMPTON
TO

WILMINGTON AVENUE
CARLOS

PARTLY SUNN
FAIR
RADAR
DRY
DATE: 01/23/24 DAY: Tuesday TIME PERIOD: 1:51PM 2:05PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROSECRANS AVE AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 139TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 0 0 0
44 X 1 0 1
43 X X X 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X 1 2 3
40 X X X 1 2 3 85TH %: 37 36 37 M.P.H.
39 X X X X X X X X X 5 4 9
38 X X X X 2 2 4 50TH %: 33 33 33 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X X X X X X X X X X X X X 9 10 19 15TH %: 30 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X 10 11 21 * 34 X X X X X X X X X X X X X X X X X X X X X 9 12 21 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X 11 6 17 *
32 X X X X X X X X X X X X X X X 5 10 15 P % IN PACE: 81% 85% 83% 31 X X X X X X X X X X X X X X 8 6 14 A
30 X X X X X X X X X X X X X X X X X X X X X X X X X X 15 11 26 C % OVER PACE: 19% 15% 17% 29 X X X X X X X X 4 4 8 E
28 X X X X X X X X X X X X X X 5 9 14 * % UNDER PACE: 0% 0% 0% 27 X X X X X X X X X X X 5 6 11 *
26 0 0 0 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 17 15 16
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.15 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.39 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY

CITY OF COMPTON
TO

WILMINGTON AVENUE
CARLOS

PARTLY SUNN
2024 Engineering and Traffic Survey Report

CITY OF COMPTON

APPENDIX C
Survey Equipment

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

Survey Equipment Used
The radar equipment used by City Traffic Counters to collect speed measurements for this survey was a Stalker-II SDR Model Hand-Held Traffic Radar and a Stalker-ATR Model Hand-Held Traffic Radar both manufactured by Applied Concepts of Plano, Texas. The calibration of each unit was checked before each series of measurements were taken. Tests of the units were conducted in accordance with the manufacturer's specifications. The Stalker-II SDR Hand-Held Traffic Radar and Stalker-ATR Model Hand- Held Traffic Radar were last calibrated on January 16, 2023 by Southern California Radar/Laser Certification Laboratory.

2024 Engineering and Traffic Survey Report

CITY OF COMPTON

Compton City CouncilNovember 12, 2024

Compton City Council
November 12, 2024