Agenda — Covina City Council, December 6, 2022 (part 16 of 17)

TABLE OF CONTENTS
Page
INTRODUCTION.......................................................................................... 1-2 Elements of the Engineering and Traffic Survey ........................................ 2-3 SURVEY CONDITIONS............................................................................... 4 Survey Locations........................................................................................ 4 Data Collection........................................................................................... 4 Speed Data ............................................................................................ 4 Collision Data ......................................................................................... 5 Field Review Data .................................................................................. 5 ANALYSIS................................................................................................... 6 Criteria........................................................................................................ 6 Results and Recommendations ................................................................. 6-7 Table 1-Street Segments With Recommended Speed Changes ............... 8 Table 2-Summary of Recommendations .................................................... 9-18 Segments with Special Conditions ............................................................. 19-25 LEGISLATIVE REFERENCES .................................................................... 26 Applicable Sections of California Vehicle Code.......................................... 26-31 APPENDIX A – Street Segment Data
APPENDIX B - Radar Speed Distribution Forms
APPENDIX C - Survey Equipment

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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 Covina. This E&T Survey presents recommended speed limits for 77 street segments in the City. 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.

These surveys must be updated every 5 or 7 years to ensure the speeds reflect current conditions as dictated by the California Vehicle Code (CVC). The CVC also requires that the surveys be conducted based on the methodology required by The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014.

The survey was requested by the City for the proper posting of speed limits and to enable the Covina 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 officer(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(I)]. Additionally, some surveys may be extended 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)]. These provisions assure that posted speed limits are kept reasonably current.

The E&T Surveys for the City were conducted in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 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.

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 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.

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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 used 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.

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 Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 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 historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. Therefore, a speed limit is established at the nearest 5-mile per hour (mph) increment to the 85th percentile speed, except as shown in the three options below.

Options:

1. The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5.

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).

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3. Using the CVC Section 22358.8, if the recommended speed limit is still more than is reasonable or safe based on the above two options, the current speed limit or the immediately prior speed limit can be recommended if that speed limit was established with an engineering and traffic survey that established the prior speed limit. This does not authorize a speed limit to be reduced by any more than five miles per hour from the current speed limit nor below the immediately prior speed limit.

If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit. 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:

A. Using Option 1 above and first step is to round down: If the 85th percentile speed in a speed survey for a location was 37 mph, 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 the 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&TS.

B. Using Option 1 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, 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 the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS.

C. Using Option 2 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied.

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

A summary of the collision rates for the 77 surveyed street segments is provided in Table 2.

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. It is important to note that The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 recommends exercising great care when establishing speed limits 5 mph below the basic speed limit.

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SURVEY CONDITIONS

SURVEY LOCATIONS
The procedures described below describe the criteria and methods used to survey selected streets within the City of Covina. 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 collisions, visibility restrictions, and roadway conditions within the community. Speed data and field reviews were conducted at 77 locations during the months of March, April, and September 2021.

Speed Data
Radar speed measurements were conducted at 77 locations during the months of March, April, and September 2021. 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.

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Collision Data
Collision data was obtained from the California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic collision database. For this study, collision data was used from the latest 3 years of reported accidents from January 1, 2017 to December 31, 2019. The collision rates for the 77 segments are expressed in accidents per million vehicle miles (A/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 collision rate:
xlxv
year
days
tx
Ax R
365
,1000,000
=
A = Number of midblock collisions over time period
R = Collision Rate (accidents/million vehicle miles)
t = Time Period Covered (in years)
l = Length of Segment (miles)
v = Traffic Volume (average daily traffic)
The segment collision rate was then compared to the average statewide collision rate. The average statewide collision rates were obtained from 2018 Collision Data on California State Highways published by Caltrans.

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 (design speed);

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;

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.

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ANALYSIS

CRITERIA
Survey data was compiled and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014. 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 85
th 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 considering the critical speed and other factors that might require a speed lower than the critical speed.

C. The collision rate for each street segment is compared to average collision 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 collision rates have been developed by the State of California and are considered reasonable for use in the City of Covina.

RESULTS AND RECOMMENDATIONS
The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of the available data and recommend a speed limit for each street segment surveyed. A complete summary of all recommendations is shown in Table 2. 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 collision 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.

Section 22358.8 of the CVC addresses a condition known as “speed creep”, where rising vehicle speeds over time may require speed limit increases pursuant to the 85th percentile

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standard, particularly where a highways segment’s design has not changed. With the implementation of Section 22358.8, if the recommended speed limit is still more than is reasonable or safe, the current speed limit or the immediately prior speed limit can be recommended if that speed limit was established with an engineering and traffic survey that established the prior speed limit. This does not authorize a speed limit to be reduced by any more than five miles per hour from the current speed limit nor below the immediately prior speed limit.

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 (Section 22350 of CVC).

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 identifies the street segments with recommended changes in posted speed limits and Table 2 summarizes the recommendations for all surveyed segments.

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TABLE 1

STREET SEGMENTS WITH RECOMMENDED SPEED CHANGES
No. Street From To Existing New Change
11 BADILLO ST GRAND AVE GLENDORA AVE 45 40 - 5
20 CITRUS AVE WORKMAN AVE ROWLAND AVE 40 35 - 5
21 CITRUS AVE ROWLAND AVE PUENTE ST 40 35 - 5
50 HOLT AVE I-10 FREEWAY VIA VERDE ST 45 40 - 5
2022 Engineering and Traffic Survey
City of Covina
NP= Not Posted
PL= Post Limit
8

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

ARROW HWY ARROW

GRAND CIR
GRAND AVE 0.27 17,276 0.93 0.77 45 46 34-43 74 45 Closest to 85th Speed 1 % ARROW HWY GRAND AVE 1000'
EASTERLY 0.19 17,626 0.93 1.37 45 46 33-42 66 45 Closest to 85th Speed 2 %

AZUSA AVE SOUTH CITY
LIMITS
SAN

BERNARDINO
RD

0.18 25,757 0.91 1.56 40 40 33-42 86 40 Closest to 85th Speed 3 %

AZUSA AVE SAN

BERNARDINO
RD
CYPRESS ST 0.46 27,157 0.91 0.37 40 43 36-45 65 40 California MUTCD Option 2 4 ** % **
AZUSA AVE CYPRESS ST ARROW HWY 0.77 23,359 0.91 0.96 40 42 34-43 84 40 Closest to 85th Speed 5 %

BADILLO ST LARK ELLEN
AVE

HOLLENBECK
AVE 1.09 16,090 0.91 1.09 40 44 34-43 68 40 California MUTCD Option 2 6 %

BADILLO ST HOLLENBECK
AVE
4TH AVENUE 0.27 16,119 0.93 0.00 40 41 30-39 72 40 Closest to 85th Speed 7 % BADILLO ST 4TH AVENUE 2ND AVENUE 0.36 14,439 1.60 1.91 30 33 23-32 72 30 California MUTCD Option 2 8 % 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
9 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments
BADILLO ST 2ND AVENUE BARRANCA
AVE 0.36 15,096 0.91 0.67 40 44 33-42 70 40 California MUTCD Option 2 9 %

BADILLO ST BARRANCA
AVE
GRAND AVE 0.5 17,202 0.91 0.32 40 45 33-42 68 40 *10 %

BADILLO ST GRAND AVE GLENDORA
AVE 0.5 20,601 0.91 0.53 45 47 37-46 60 40 *
11 ** % **

BADILLO ST GLENDORA
AVE
REEDER AVE 0.64 20,622 0.91 0.07 45 47 35-44 62 45 Closest to 85th Speed 12 %

BADILLO ST REEDER AVE EAST CITY
LIMITS 0.46 19,804 0.91 0.00 45 50 40-49 70 45 *
13 %

BARRANCA
AVE

SOUTH CITY
LIMITS
PUENTE ST 0.5 17,359 0.93 1.05 40 41 32-41 78 40 Closest to 85th Speed 14 ** % **

BARRANCA
AVE

PUENTE ST SAN

BERNARDINO
RD

0.55 15,202 0.93 0.33 40 40 30-39 78 40 Closest to 85th Speed 15 ** % **

BARRANCA
AVE
SAN

BERNARDINO
RD
COVINA BLVD 0.59 14,148 0.93 0.11 40 42 31-40 79 40 Closest to 85th Speed 16 ** % ** 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
10 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

BARRANCA
AVE

COVINA BLVD NORTH CITY
LIMITS 0.5 12,408 0.93 0.00 40 41 31-40 77 40 Closest to 85th Speed 17 %

CIENEGA AVE BARRANCA
AVE
GRAND AVE 0.5 3,231 1.60 0.00 40 39 30-39 76 40 Closest to 85th Speed 18 %

CIENEGA AVE ARROWAY AVE IVESCREST
AVE 0.18 6,202 0.93 0.00 40 45 34-43 68 40 *
19 ** % **
CITRUS AVE WORKMAN AVE ROWLAND AVE 0.23 24,490 0.93 0.16 40 37 28-37 76 35 Closest to 85th Speed 20 % CITRUS AVE ROWLAND AVE PUENTE ST 0.23 16,945 0.93 0.47 40 40 30-39 71 35 *21 % CITRUS AVE PUENTE ST BADILLO ST 0.23 15,917 0.93 0.25 35 38 29-38 74 35 California MUTCD Option 2 22 %

CITRUS AVE BADILLO ST SAN

BERNARDINO
RD

0.27 10,603 0.93 0.63 25 25 15-24 83 25 Closest to 85th Speed 23 %

CITRUS AVE SAN

BERNARDINO
RD
COVINA BLVD 0.64 12,190 0.91 0.35 35 42 32-41 75 35 *24 % 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
11 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments
CITRUS AVE COVINA BLVD ARROW HWY 0.5 14,974 0.93 1.46 40 40 31-40 69 40 Closest to 85th Speed 25 % COVINA BLVD FIRCROFT AVE CITRUS AVE 0.41 7,222 0.93 0.00 40 41 33-42 77 40 Closest to 85th Speed 26 % COVINA BLVD CITRUS AVE GRAND AVE 1 8,341 0.93 0.55 40 44 35-44 70 40 California MUTCD Option 2 27 ** % **

COVINA BLVD GRAND AVE RIMHURST
AVE 0.68 7,659 0.93 0.17 40 45 34-43 66 40 *
28 ** % **

COVINA BLVD BONNIE COVE
AVE

SUNFLOWER
AVE 0.5 6,197 0.93 0.29 40 46 35-44 64 40 *
29 ** % **
COVINA

HILLS RD

GRAND AVE RANCHO LA
CARLOTA RD 1 2,094 1.60 0.44 30 40 30-39 69 30 *
30 %

CYPRESS ST LEAF AVE HOLLENBECK
AVE 0.91 13,071 0.93 0.31 40 45 34-43 72 40 *
31 ** % **

CYPRESS ST HOLLENBECK
AVE
CITRUS AVE 0.5 10,374 0.93 0.18 40 43 35-44 79 40 California MUTCD Option 2 32 ** % ** 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
12 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

CYPRESS ST CITRUS AVE BARRANCA
AVE 0.5 7,912 0.93 0.92 40 39 30-39 77 40 Closest to 85th Speed 33 %

CYPRESS ST BARRANCA
AVE
GRAND AVE 0.5 7,193 0.93 0.51 40 43 33-42 72 40 California MUTCD Option 2 34 %

CYPRESS ST GRAND AVE GLENDORA
AVE 0.5 7,702 0.93 0.00 40 42 33-42 66 40 Closest to 85th Speed 35 %

CYPRESS ST GLENDORA
AVE

BONNIE COVE
AVE 0.5 6,562 0.93 0.56 40 45 35-44 63 40 *
36 ** % **

CYPRESS ST BONNIE COVE
AVE

SUNFLOWER
AVE 0.5 5,782 0.93 0.32 40 42 31-40 71 40 Closest to 85th Speed 37 %

GLENDORA
AVE
PUENTE ST RUDDOCK ST 0.5 4,525 0.93 0.40 35 42 32-41 70 35 *38 ** % **

GLENDORA
AVE
RUDDOCK ST CYPRESS ST 0.41 7,154 0.93 0.00 35 40 30-39 67 35 *39 %

GLENDORA
AVE
CYPRESS ST COVINA BLVD 0.25 7,422 0.93 1.48 35 42 33-42 71 35 *40 % 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
13 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

GLENDORA
AVE
COVINA BLVD CIENEGA AVE 0.27 7,835 0.93 0.43 35 42 31-40 69 35 *41 ** % **

GRAND AVE WALNUT

CREEK RD
PUENTE ST 0.55 29,119 0.91 0.29 40 41 32-41 79 40 Closest to 85th Speed 42 %

GRAND AVE PUENTE ST SAN

BERNARDINO
RD

0.59 28,091 0.91 0.61 40 43 30-39 70 40 California MUTCD Option 2 43 ** % **

GRAND AVE SAN

BERNARDINO
RD
COVINA BLVD 0.55 24,545 0.91 0.27 40 41 31-40 71 40 Closest to 85th Speed 44 % GRAND AVE COVINA BLVD ARROW HWY 0.46 20,923 0.91 0.00 40 42 32-41 73 40 Closest to 85th Speed 45 %

HOLLENBECK
AVE

SOUTH CITY
LIMITS
ROWLAND AVE 0.27 11,708 0.93 0.57 35 42 32-41 74 35 *46 %

HOLLENBECK
AVE
ROWLAND AVE BADILLO ST 0.5 12,569 0.93 1.02 35 42 33-42 73 35 *47 ** % **

HOLLENBECK
AVE
BADILLO ST EDNA PL 0.46 14,882 1.60 1.21 35 41 31-40 75 35 *48 % 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
14 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

HOLLENBECK
AVE
COVINA BLVD ARROW HWY 0.5 12,440 0.93 0.15 40 42 29-38 75 40 Closest to 85th Speed 49 % HOLT AVE I-10 FREEWAY VIA VERDE ST 0.32 3,351 0.93 0.86 45 45 36-45 64 40 *50 %

LARK ELLEN
AVE

GROVECENTE
R ST
EDNA PL 0.5 13,646 0.93 0.00 40 43 34-43 67 40 California MUTCD Option 2 51 ** % **

PUENTE ST ARMEL DR HOLLENBECK
AVE 0.23 6,601 1.60 0.00 35 40 32-41 70 35 *
52 ** % **

PUENTE ST HOLLENBECK
AVE
CITRUS AVE 0.5 6,694 1.60 0.00 35 40 29-38 67 35 *53 %

PUENTE ST CITRUS AVE BARRANCA
AVE 0.5 4,442 1.60 2.88 30 36 27-36 68 30 *
54 %

PUENTE ST BARRANCA
AVE
GRAND AVE 0.5 4,039 0.93 0.45 40 46 34-43 64 40 *55 ** % **

PUENTE ST GRAND AVE GLENDORA
AVE 0.5 4,501 0.93 0.41 35 41 32-41 72 35 *
56 ** % **
2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
15 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

PUENTE ST GLENDORA
AVE
SHOUSE AVE 0.11 1,060 1.60 0.00 25 30 22-31 81 25 *57 %

PUENTE ST REEDER AVE RANCHO
CORTO DR 0.64 5,542 1.60 0.52 45 46 37-46 71 45 Closest to 85th Speed 58 %

REEDER AVE PUENTE ST OLD BADILLO
ST 0.23 4,307 1.60 0.93 35 38 29-38 78 35 California MUTCD Option 2 59 %

REEDER AVE OLD BADILLO
ST
BADILLO ST 0.23 3,566 1.44 0.00 30 33 23-32 74 30 California MUTCD Option 2 60 ** % ** REEDER AVE BADILLO ST CYPRESS ST 0.46 2,003 1.60 0.00 35 39 27-36 64 35 California MUTCD Option 2 61 %

ROWLAND
AVE
ARMEL DR CITRUS AVE 0.73 12,243 0.91 0.31 40 40 30-39 73 40 Closest to 85th Speed 62 %

ROWLAND
AVE

CITRUS AVE BARRANCA
AVE 0.5 10,075 0.93 0.91 40 41 33-42 74 40 Closest to 85th Speed 63 %

ROWLAND
AVE

BARRANCA
AVE

FORESTDALE
AVE 0.27 7,098 0.93 0.00 40 46 36-45 66 40 *
64 %
2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
16 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments
SAN

BERNARDINO
RD

VINCENT AVE LARK ELLEN
AVE 0.5 11,488 0.93 1.59 40 45 36-45 75 40 *
65 %
SAN

BERNARDINO
RD

LARK ELLEN
AVE
AZUSA AVE 0.5 14,152 0.93 1.94 35 40 31-40 73 35 *66 %
SAN

BERNARDINO
RD

AZUSA AVE HOLLENBECK
AVE 0.55 11,167 0.93 0.60 35 38 29-38 78 35 California MUTCD Option 2 67 ** % ** SAN

BERNARDINO
RD

HOLLENBECK
AVE
CITRUS AVE 0.5 9,824 1.60 0.37 30 35 25-34 77 30 *68 %
SAN

BERNARDINO
RD

CITRUS AVE BARRANCA
AVE 0.5 10,001 0.93 0.18 35 38 28-37 78 35 California MUTCD Option 2 69 % SAN

BERNARDINO
RD

BARRANCA
AVE
GRAND AVE 0.5 8,471 0.93 1.51 35 37 28-37 78 35 Closest to 85th Speed 70 % SECOND AVE ROWLAND AVE BADILLO ST 0.5 5,344 0.93 0.34 35 40 30-39 61 35 *71 % SECOND AVE BADILLO ST FRONT ST 0.36 5,918 0.93 0.00 30 37 24-33 67 30 *72 % 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
17 *** Accident rate units: Collisions per One Million Vehicle Miles

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TABLE 2

SUMMARY OF RECOMMENDATIONS
Street From To ADT
Dist.
(mi.)
Accident
Rate***
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

SUNFLOWER
AVE
CYPRESS ST CIENEGA AVE 0.5 7,951 0.93 0.69 35 40 31-40 70 35 *73 ** % ** VINCENT AVE BADILLO ST EDNA PL 0.46 16,500 0.91 0.49 35 36 27-36 78 35 Closest to 85th Speed 74 %

WORKMAN
AVE

WEST CITY
LIMIT

EAST CITY

LIMIT W/O

CITRUS AVE

0.73 8,157 1.60 0.00 35 36 27-36 75 35 Closest to 85th Speed 75 ** % **

WORKMAN
AVE

CITRUS AVE BARRANCA
AVE 0.5 9,309 1.60 0.39 35 38 29-38 75 35 California MUTCD Option 2 76 %

WORKMAN
AVE

BARRANCA
AVE

EASTERLY
END OF ROAD 0.36 2,234 0.93 1.12 30 34 26-35 86 30 California MUTCD Option 2 77 % 2022 Engineering and Traffic Survey
City of Covina
* See "Segments with Special Conditions" Section for Comments ** 25 mph when children are present
18 *** Accident rate units: Collisions per One Million Vehicle Miles

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SEGMENTS WITH SPECIAL CONDITIONS
The following segments surveyed had recommended speed limits that were 5 miles per hour (mph) or more below the critical speed due to conditions not readily apparent to the driver. Each segment is discussed below.

Segment #10 – Badillo Street – Barranca Ave to Grand Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction separated by a raised median with an ADT of 17,202 vehicles per day. The adjacent land use is residential and commercial. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons.

Segment #11 – Badillo Street – Grand Avenue to Glendora Avenue This segment’s speed limit is currently adopted at 45 mph in the municipal code and has 2 through lanes in each direction separated by a raised median with an ADT of 20,601 vehicles per day. For this segment, the posted speed limit is not what was adopted from the municipal code. The posted speed limit is 40 mph on this segment. The adjacent land use is residential, commercial, and a school zone. The critical speed is 47 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit be posted at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC. It is recommended that the speed limit sign be posted at the beginning of the segment, as it appears that the post and sign have been removed.

Segment #13 – Badillo Street – Reeder Avenue to East City Limits This segment is currently posted at 45 mph and has 2 through lanes in each direction separated by a raised median with an ADT of 19,804 vehicles per day. The adjacent land use is residential. The critical speed is 50 mph and would normally justify a 50 mph posted speed limit. However, to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 45 mph for the above reason.

Segment #19 – Cienega Avenue – Arroway Avenue to Ivecrest Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 6,202 vehicles per day. The adjacent land use is residential, religious center, and a school zone. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

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Segment #21 – Citrus Avenue – Rowland Avenue to Puente Street This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 16,945 vehicles per day. The adjacent land use is commercial. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit. However, to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit be posted at 35 mph for the above reasons.

Segment #24 – Citrus Avenue – San Bernardino Road to Covina Boulevard This segment is currently posted at 35 mph and has 2 through lanes in each direction separated by a raised median with an ADT of 12,190 vehicles per day. The adjacent land use is commercial, residential, and multi residential. The critical speed is 42 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic, uncontrolled crosswalks, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

Segment #28 – Covina Boulevard – Grand Avenue to Rimhurst Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 7,659 vehicles per day. The adjacent land use is residential, commercial, school, and hospital. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalks, and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #29 – Covina Boulevard – Bonnie Cove Avenue to Sunflower Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 6,197 vehicles per day. The adjacent land use is residential, religious center, and a school zone. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalks, and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #30 – Covina Hills Road – Grand Avenue to Rancho La Carlota Road This segment is currently posted at 30 mph and has 1 through lane in each direction with an ADT of 2,094 vehicles per day. The adjacent land use is residential. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit. However, in order to address “speed creep” with to no physical changes to the roadway since the last engineering and traffic survey was performed, it is recommended that the speed limit remain posted at 30 mph for the above reasons per Section 22358.8 of the CVC.

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Segment #31 – Cypress Street – Leaf Avenue to Hollenbeck Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 13,071 vehicles per day. The adjacent land use is residential, commercial, and a school zone. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to moderate pedestrian traffic, and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #36 – Cypress Street – Glendora Avenue to Bonnie Cove Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 6,562 vehicles per day. The adjacent land use is residential, commercial, religious center, park, and a school zone. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers, and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #38 – Glendora Avenue – Puente Street to Ruddock Street This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 4,525 vehicles per day. The adjacent land use is residential and a school zone.

The critical speed is 42 mph and would normally justify a 40 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 at 35 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #39 – Glendora Avenue – Ruddock Street to Cypress Street This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 7,154 vehicles per day. The adjacent land use is residential, commercial, and park. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit.

However, due to moderate pedestrian traffic, uncontrolled crosswalks, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

Segment #40 – Glendora Avenue – Cypress Street to Covina Boulevard This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 7,422 vehicles per day. The adjacent land use is residential, commercial, and a religious center. The critical speed is 42 mph and would normally justify a 40 mph posted speed limit. However, due to a higher than expected collision rate, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

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Segment #41 – Glendora Avenue – Covina Boulevard to Cienega Avenue This segment’s speed limit is currently adopted at 35 mph in the municipal code and has 2 through lanes in each direction with an ADT of 7,835 vehicles per day. For this segment, the posted speed limit is not what was adopted from the municipal code. The posted speed limit is 30 mph on this segment. The adjacent land use is residential and a school zone.

The critical speed is 42 mph and would normally justify a 40 mph posted speed limit.

However, due to moderate pedestrian traffic, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #46 – Hollenbeck Avenue – South City Limits to Rowland Avenue This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 11,708 vehicles per day. The adjacent land use is residential. The critical speed is 42 mph and would normally justify a 40 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 at 35 mph for the above reasons.

Segment #47 – Hollenbeck Avenue – Rowland Avenue to Badillo Street This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 12,569 vehicles per day. The adjacent land use is residential and a school zone.

The critical speed is 42 mph and would normally justify a 40 mph posted speed limit.

However, due to a higher than expected collision rate, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #48 – Hollenbeck Avenue – Badillo Street to Edna Place This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 14,882 vehicles per day. The adjacent land use is residential, commercial, and a religious center. The critical speed is 41 mph and would normally justify a 40 mph posted speed limit. However, to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

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Segment #50 – Holt Avenue – I-10 Freeway to Via Verde Street This segment’s speed limit is currently adopted at 45 mph in the municipal code and has 1 through lane in each direction with an ADT of 3,351 vehicles per day. For this segment, the posted speed limit is not what was adopted from the municipal code. The posted speed limit is 40 mph on this segment. The adjacent land use is residential, commercial, and a park. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit.

However, due to moderate pedestrian traffic and an uncontrolled crosswalk on the segment, a lower speed limit is prudent. It is recommended that the speed limit be posted at 40 mph for the above reasons.

Segment #52 – Puente Street – Armel Drive to Hollenbeck Avenue This segment is currently posted at 35 mph and has 1 through lane in each direction with an ADT of 6,601 vehicles per day. The adjacent land use is residential, multi residential, and a school zone. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic and uncontrolled crosswalks, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #53 – Puente Street – Hollenbeck Avenue to Citrus Avenue This segment is currently posted at 35 mph and has 1 through lane in each direction with an ADT of 6,694 vehicles per day. The adjacent land use is residential and a high school stadium. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

Segment #54 – Puente Street – Citrus Avenue to Barranca Avenue This segment is currently posted at 30 mph and has 1 through lane in each direction with an ADT of 4,442 vehicles per day. The adjacent land use is residential. The critical speed is 36 mph and would normally justify a 35 mph posted speed limit. However, due to a higher than expected collision rate, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 30 mph for the above reasons.

Segment #55 – Puente Street – Barranca Avenue to Grand Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 4,039 vehicles per day. The adjacent land use is residential and a school zone.

The critical speed is 46 mph and would normally justify a 45 mph posted speed limit.

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Segment #56 – Puente Street – Grand Avenue to Glendora Avenue This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 4,501 vehicles per day. The adjacent land use is residential and a school zone.

The critical 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, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reason. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

Segment #57 – Puente Street – Glendora Avenue to Shouse Avenue This segment is currently posted at 25 mph and has 1 through lane in each direction with an ADT of 1,060 vehicles per day. The adjacent land use is residential. The critical 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 at 25 mph for the above reasons.

Segment #64 – Rowland Avenue – Barranca Avenue to Forestdale Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 7,098 vehicles per day. The adjacent land use is residential and commercial.

The critical speed is 46 mph and would normally justify a 45 mph posted speed limit.

However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons.

Segment #65 – San Bernardino Road – Vincent Avenue to Lark Ellen Avenue This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 11,488 vehicles per day. The adjacent land use is residential, commercial, multi residential, religious center, and a school zone. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to a higher than expected collision rate, moderate pedestrian traffic, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons.

Segment #66 – San Bernardino Road – Lark Ellen Avenue to Azusa Avenue This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 14,152 vehicles per day. The adjacent land use is residential and commercial.

The critical speed is 40 mph and would normally justify a 40 mph posted speed limit.

However, due to a higher than expected collision rate, moderate pedestrian traffic, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

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Segment #68 – San Bernardino Road – Hollenbeck Avenue to Citrus Avenue This segment is currently posted at 30 mph and has 1 through lane in each direction with an ADT of 9,824 vehicles per day. The adjacent land use is residential, hospital, and park area. The critical speed is 35 mph and would normally justify a 35 mph posted speed limit.

Segment #71 – Second Avenue – Rowland Avenue to Badillo Street This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 5,344 vehicles per day. The adjacent land use is residential and commercial.

The critical speed is 40 mph and would normally justify a 40 mph posted speed limit.

However, due to uncontrolled crosswalks and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons.

Segment #72 – Second Avenue – Badillo Street to Front Street This segment is currently posted at 30 mph and has 2 through lanes in each direction with an ADT of 5,918 vehicles per day. The adjacent land use is commercial, civic center, religious center, and library. The critical speed is 37 mph and would normally justify a 35 mph posted speed limit. However, due to uncontrolled crosswalks, moderate pedestrian traffic, and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 30 mph for the above reasons.

Segment #73 – Sunflower Avenue – Cypress Street to Cienega Avenue This segment is currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 7,951 vehicles per day. The adjacent land use is residential and a school zone.

The critical speed is 40 mph and would normally justify a 40 mph posted speed limit.

However, due to moderate pedestrian traffic and uncontrolled crosswalks, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the CVC.

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LEGISLATIVE REFERENCES

APPLICABLE SECTIONS OF CALIFORNIA VEHICLE CODE
SECTION 1. Section 627 of the Vehicle Code:

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.

Basic Speed Law
22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and 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.

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(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.
(2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. For purposes of this subparagraph, standard "SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds.
(3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard

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"SENIOR" warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Pedestrian Safety Account pursuant to Section 894.7 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.

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:
(1) The portion of the highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. (b)(1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjusting 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.

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 following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit.
(C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit.
(b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or

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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 Sections 22358.7 and 22358.8.

Increase of Local Speed Limits to 65 Miles Per Hour
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.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

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.

Reducing Speed Limits to Posted Limit
Section 22358.8.
(b) 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

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current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey that established the prior speed limit. (c) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the current speed limit nor below the immediately prior speed limit.

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.

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. When a street or road does not appear on the “California Road System Maps,” it may 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.

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(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.
(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.
(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 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 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:

Page 46 of 206 ends

(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, 10 years.
(iii) This subparagraph does not apply to a local street, road, or school zone.

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.

Page 47 of 206 ends

APPENDIX A
Street Segment Data

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 1

STREET ARROW HWY

FROM ARROW GRAND CIR TO GRAND AVE
Average Daily Traffic 17,276 Date Counted 3/9/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 9:42 AM
50th Percentile Speed (Mean Speed) 40
85th Percentile Speed 46
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 74
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.77
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ GRAND AVE
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic HEAVY
On-Street Parking N. SIDE OK, S. SIDE RESTRICTED
Length of Segment 0.273
Vertical Curve? NONE
Horizontal Curve? YES
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 80
Adjacent Land Use COMMERICAL, RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 246

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

ROADWAY FACTORS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of Covina 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
Collisions/MVM
years
feet
miles
Recommended Speed Limit 45
Closest to 85th Speed
mph
Speed Justification
mph
Average Speed 40 mph
Collisions/MVM
2/17/2022

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 2

STREET ARROW HWY
FROM GRAND AVE TO 1000' EASTERLY
Average Daily Traffic 17,626 Date Counted 3/9/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 9:15 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 46
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 66
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 5
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.37
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control @ GRAND
Crosswalks? @ T.S. , MID BLOCK @255 ARROW HWY
Pedestrian Traffic MODERATE
Truck Traffic HEAVY
On-Street Parking YES, BOTH SIDES
Length of Segment 0.189
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? YES
Lighting NORTH SIDE
Width 84
Adjacent Land Use COMMERCIAL, INDUSTRIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 271

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 3

STREET AZUSA AVE

FROM SOUTH CITY LIMITS TO SAN BERNARDINO RD
Average Daily Traffic 25,757 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 3:09 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 40
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 86
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 8
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 1.56
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ SAN BERNARDINO, BADILLO
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic MODERATE
On-Street Parking NO PARKING N. OF BADILLO
Length of Segment 0.182
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use RESIDENTIAL, COMMERCIAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 209

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
Closest to 85th Speed
mph
Speed Justification
mph
Average Speed 37 mph
Collisions/MVM
2/17/2022

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 4

STREET AZUSA AVE

FROM SAN BERNARDINO RD TO CYPRESS ST
Average Daily Traffic 27,157 Date Counted 2/25/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 3:23 PM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 43
10 mph Pace Speed 36-45
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 5
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.37
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ CYPRESS, SAN BERNARDINO
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic MODERATE
On-Street Parking YES, BOTH SIDES
Length of Segment 0.455
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use COMMERCIAL, RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 223

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
California MUTCD Option 2
mph
Speed Justification
mph
Average Speed 38 mph
Collisions/MVM
2/17/2022

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 5

STREET AZUSA AVE

FROM CYPRESS ST TO ARROW HWY
Average Daily Traffic 23,359 Date Counted 2/25/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 3:42 PM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 42
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 84
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 19
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.96
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ARROW, MRKT PL,GRONDAHL,COVINA,CYPRESS Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic MODERATE
On-Street Parking YES, BOTH SIDES
Length of Segment 0.773
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 210

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 6

STREET BADILLO ST

FROM LARK ELLEN AVE TO HOLLENBECK AVE
Average Daily Traffic 16,090 Date Counted 3/18/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 12:40 PM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 44
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 21
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 1.09
Number of Lanes 4 LANES + BIKE LANES - DIVIDED
Type of Traffic Control T.S. @ LARK ELLEN, RIMSDALE, AZUSA, HOLLENBECK Crosswalks? @ ALL T.S. , ARMEL
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 1.091
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 86
Adjacent Land Use COMMERICAL, RESIDENTIAL, HOSPITAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 54 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 7

STREET BADILLO ST
FROM HOLLENBECK AVE TO 4TH AVENUE
Average Daily Traffic 16,119 Date Counted 4/15/2021
Date of Speed Survey 4/15/2021
Time of Speed Survey 1:30 PM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 41
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 72
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES + 2WY LT-LANE + BIKE LANES
Type of Traffic Control T.S. @ HOLLENBECK
Crosswalks? @ T.S. AND 4TH AVE
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.273
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use RESIDENTIAL, HOSPITAL, PARK, CLINIC
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 222

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 8

STREET BADILLO ST
FROM 4TH AVENUE TO 2ND AVENUE
Average Daily Traffic 14,439 Date Counted 3/18/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 11:53 AM
50th Percentile Speed (Mean Speed) 28
85th Percentile Speed 33
10 mph Pace Speed 23-32
Percentage of Vehicles in Pace 72
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 11
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 1.91
Number of Lanes 2 LANES + 2WY LT-LANE + SHARED BIKE LANES Type of Traffic Control T.S. @ CITRUS, SECOND
Crosswalks? @ ALL T.S. AND 4TH, 3RD
Pedestrian Traffic HEAVY
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.364
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 66
Adjacent Land Use COMMERCIAL, PARK
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 223

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 30
California MUTCD Option 2
mph
Speed Justification
mph
Average Speed 28 mph
Collisions/MVM
2/17/2022

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 9

STREET BADILLO ST
FROM 2ND AVENUE TO BARRANCA AVE
Average Daily Traffic 15,096 Date Counted 3/18/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 11:32 AM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 44
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.67
Number of Lanes 4 LANES + BIKE LANES - DIVIDED
Type of Traffic Control T.S. @ SECOND, BARRANCA
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.363
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 83
Adjacent Land Use COMMERCIAL, RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 211

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

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ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 10

STREET BADILLO ST

FROM BARRANCA AVE TO GRAND AVE
Average Daily Traffic 17,202 Date Counted 3/18/2021
Date of Speed Survey 9/14/2021
Time of Speed Survey 9:38 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 45
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 3
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.32
Number of Lanes 4 LANES + BIKE LANES- DIVIDED
Type of Traffic Control T.S. @ BARRANCA, GRAND
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? YES, ON NORTH SIDE
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 83
Adjacent Land Use RESIDENTIAL, COMMERICAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 200

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40

HIDDEN DWYS, UNIFORMITY W/
ADJ. SEG.
mph
Speed Justification
mph
Average Speed 39 mph
Collisions/MVM
2/17/2022

Page 58 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 11

STREET BADILLO ST

FROM GRAND AVE TO GLENDORA AVE
Average Daily Traffic 20,601 Date Counted 3/18/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 10:49 AM
50th Percentile Speed (Mean Speed) 41
85th Percentile Speed 47
10 mph Pace Speed 37-46
Percentage of Vehicles in Pace 60
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 6
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.53
Number of Lanes 4 LANES + BIKE LANES - DIVIDED
Type of Traffic Control T.S. @ GRAND, GLENDORA
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking SOUTH SIDE
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 251

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40

HIDDEN DWYS, UNIFORMITY W/
ADJ. SEG.
mph
Speed Justification
mph
Average Speed 41 mph
Collisions/MVM
2/17/2022

Page 59 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 12

STREET BADILLO ST

FROM GLENDORA AVE TO REEDER AVE
Average Daily Traffic 20,622 Date Counted 3/18/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 10:25 AM
50th Percentile Speed (Mean Speed) 41
85th Percentile Speed 47
10 mph Pace Speed 35-44
Percentage of Vehicles in Pace 62
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.07
Number of Lanes 4 LANES + BIKE LANES - DIVIDED
Type of Traffic Control T.S. @ GLENDORA, BANNA, REEDER
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking SOUTH SIDE
Length of Segment 0.636
Vertical Curve? YES
Horizontal Curve? YES
Visibility FAIR
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting ON MEDIAN
Width 84
Adjacent Land Use RESIDENTIAL, RELIGIOUS CENTER, SCHOOL Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 246

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 60 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 13

STREET BADILLO ST

FROM REEDER AVE TO EAST CITY LIMITS
Average Daily Traffic 19,804 Date Counted 3/18/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 10:00 AM
50th Percentile Speed (Mean Speed) 45
85th Percentile Speed 50
10 mph Pace Speed 40-49
Percentage of Vehicles in Pace 70
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES + BIKE LANES - DIVIDED
Type of Traffic Control T.S. @ REEDER, SUNLFOWER
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking NO
Length of Segment 0.455
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting ON MEDIAN
Width 84
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 226

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 45
UNIFORMITY W/ ADJ. SEG.
mph
Speed Justification
mph
Average Speed 45 mph
Collisions/MVM
2/17/2022

Page 61 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 14

STREET BARRANCA AVE

FROM SOUTH CITY LIMITS TO PUENTE ST
Average Daily Traffic 17,359 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 1:40 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 10
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.05
Number of Lanes 4 LNS+2WY LT-LN
Type of Traffic Control T.S. @ ROWLAND, WORKMAN, PUENTE Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 226

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 62 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 15

STREET BARRANCA AVE

FROM PUENTE ST TO SAN BERNARDINO RD
Average Daily Traffic 15,202 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 1:58 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 40
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 78
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 3
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.33
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ BADILLO, PUENTE, SAN BERARDINO Crosswalks? @ ALL T.S. , ITALIA
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.545
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 58
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 213

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 63 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 16

STREET BARRANCA AVE

FROM SAN BERNARDINO RD TO COVINA BLVD
Average Daily Traffic 14,148 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 2:18 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 42
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.11
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CYPRESS, SAN BERNARDINO,COVINA Crosswalks? @ ALL T.S. , BENWOOD, HURST
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.591
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting EAST SIDE
Width 60
Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL, PARK Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 233

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 64 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 17

STREET BARRANCA AVE

FROM COVINA BLVD TO NORTH CITY LIMITS
Average Daily Traffic 12,408 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 2:44 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ CIENEGA, COVINA
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking NO
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 215

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 65 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 18

STREET CIENEGA AVE

FROM BARRANCA AVE TO GRAND AVE
Average Daily Traffic 3,231 Date Counted 3/9/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 10:13 AM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 39
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 76
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.00
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GRAND, BARRANCA
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions POOR
Sidewalks? BOTH SIDES
Driveways? NONE
Lighting NORTH SIDE
Width 60
Adjacent Land Use RESIDENTIAL, INDUSTRIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 66 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 19

STREET CIENEGA AVE

FROM ARROWAY AVE TO IVESCREST AVE
Average Daily Traffic 6,202 Date Counted 3/9/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 11:40 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 45
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GLENDORA
Crosswalks? @ T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.182
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting NORTH SIDE
Width 62
Adjacent Land Use RESIDENTIAL, SCHOOL, RELIGIOUS CENTER Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 222

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
UNIFORMITY W/ ADJ. SEG.
mph
Speed Justification
mph
Average Speed 39 mph
Collisions/MVM
2/17/2022

Page 67 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 20

STREET CITRUS AVE

FROM WORKMAN AVE TO ROWLAND AVE
Average Daily Traffic 24,490 Date Counted 2/25/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 3:45 PM
50th Percentile Speed (Mean Speed) 32
85th Percentile Speed 37
10 mph Pace Speed 28-37
Percentage of Vehicles in Pace 76
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.16
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ ROWLAND, WORKMAN
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.227
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 78
Adjacent Land Use COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 258

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
Closest to 85th Speed
mph
Speed Justification
mph
Average Speed 32 mph
Collisions/MVM
2/17/2022

Page 68 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 21

STREET CITRUS AVE

FROM ROWLAND AVE TO PUENTE ST
Average Daily Traffic 16,945 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 3:40 PM
50th Percentile Speed (Mean Speed) 34
85th Percentile Speed 40
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.47
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ ROWLAND , PUENTE
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.227
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 76
Adjacent Land Use COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 236

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
UNIFORMITY W/ ADJ. SEG.
mph
Speed Justification
mph
Average Speed 35 mph
Collisions/MVM
2/17/2022

Page 69 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 22

STREET CITRUS AVE

FROM PUENTE ST TO BADILLO ST
Average Daily Traffic 15,917 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 3:40 PM
50th Percentile Speed (Mean Speed) 33
85th Percentile Speed 38
10 mph Pace Speed 29-38
Percentage of Vehicles in Pace 74
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.25
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO, PUENTE
Crosswalks? @ ALL T.S. , DEXTER, CENTER
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.227
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 56-64
Adjacent Land Use COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 221

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
California MUTCD Option 2
mph
Speed Justification
mph
Average Speed 33 mph
Collisions/MVM
2/17/2022

Page 70 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 23

STREET CITRUS AVE

FROM BADILLO ST TO SAN BERNARDINO RD
Average Daily Traffic 10,603 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 3:10 PM
50th Percentile Speed (Mean Speed) 20
85th Percentile Speed 25
10 mph Pace Speed 15-24
Percentage of Vehicles in Pace 83
Posted Speed Limit 25
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.63
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO, COLLEGE, SAN BERNARDINO Crosswalks? @ ALL T.S., ORANGE, ITALIA, MIDBLOCK
Pedestrian Traffic HEAVY
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.273
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 56
Adjacent Land Use COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 225

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 25
Closest to 85th Speed
mph
Speed Justification
mph
Average Speed 21 mph
Collisions/MVM
2/17/2022

Page 71 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 24

STREET CITRUS AVE

FROM SAN BERNARDINO RD TO COVINA BLVD
Average Daily Traffic 12,190 Date Counted 3/23/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 3:41 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 42
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 75
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 3
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.35
Number of Lanes 4 LANES + BIKE LANES - DIVIDED, 2WY LT-LANE Type of Traffic Control T.S.@ SAN BERN.,FRONT, METRO, CYPRESS, COVINA Crosswalks? @ ALL T.S., UNCONTROLLED @ BENBOW, GENEVA
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.636
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use COMMERCIAL, RESIDENTIAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 211

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
HIDDEN DWYS, PED. TRAFFIC,

UNCONTROLLED XWALKS
mph
Speed Justification
mph
Average Speed 37 mph
Collisions/MVM
2/17/2022

Page 72 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 25

STREET CITRUS AVE

FROM COVINA BLVD TO ARROW HWY
Average Daily Traffic 14,974 Date Counted 2/25/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 3:24 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 40
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 69
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 12
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.46
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ COVINA, ARROW, SHOPPING CTR Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 80
Adjacent Land Use COMMERCIAL, RESIDENTIAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 216

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 73 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 26

STREET COVINA BLVD

FROM FIRCROFT AVE TO CITRUS AVE
Average Daily Traffic 7,222 Date Counted 3/9/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 2:57 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CITRUS
Crosswalks? @ T.S. , CALVADOS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking NONE
Length of Segment 0.409
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, PARK
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 217

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 74 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 27

STREET COVINA BLVD

FROM CITRUS AVE TO GRAND AVE
Average Daily Traffic 8,341 Date Counted 3/9/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 2:27 PM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 44
10 mph Pace Speed 35-44
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 5
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.55
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CITRUS, BARRANCA, GRAND
Crosswalks? @ALL T.S.,FAIRVALLEY, PROSPERO, DEL LANA
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking PARTIALLY ON BOTH SIDES
Length of Segment 1.000
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 58
Adjacent Land Use COMMERCIAL, RESIDENTIAL, SCHOOLS
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 211

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 75 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 28

STREET COVINA BLVD

FROM GRAND AVE TO RIMHURST AVE
Average Daily Traffic 7,659 Date Counted 3/9/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 1:59 PM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 45
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.17
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GRAND, GLENDORA
Crosswalks? @ ALL T.S., CUMMINGS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.682
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting NORTH SIDE
Width 62
Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL, HOSPITAL Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
UNIFORMITY W/ ADJ. SEG.,

UNCONTROLLED XWALKS
mph
Speed Justification
mph
Average Speed 40 mph
Collisions/MVM
2/17/2022

Page 76 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 29

STREET COVINA BLVD

FROM BONNIE COVE AVE TO SUNFLOWER AVE
Average Daily Traffic 6,197 Date Counted 3/9/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 1:21 PM
50th Percentile Speed (Mean Speed) 40
85th Percentile Speed 46
10 mph Pace Speed 35-44
Percentage of Vehicles in Pace 64
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.29
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BONNIE COVE ; STOP @ SUNFLOWER Crosswalks? @ ALL T.S. & STOPS , REEDER
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use RESIDENTIAL, SCHOOL, RELIGIOUS CENTER Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 249

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
UNIFORMITY W/ ADJ. SEG.,

UNCONTROLLED XWALKS
mph
Speed Justification
mph
Average Speed 40 mph
Collisions/MVM
2/17/2022

Page 77 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 30

STREET COVINA HILLS RD

FROM GRAND AVE TO RANCHO LA CARLOTA RD
Average Daily Traffic 2,094 Date Counted 3/23/2021
Date of Speed Survey 9/14/2021
Time of Speed Survey 10:08 AM
50th Percentile Speed (Mean Speed) 34
85th Percentile Speed 40
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 69
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.44
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GRAND ; STOP @ OAK CANYON Crosswalks? @ T.S. AND STOP
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking NONE
Length of Segment 1.000
Vertical Curve? YES
Horizontal Curve? YES
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? SOUTH SIDE
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 22
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 200

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 30
CVC Section 22358.8
mph
Speed Justification
mph
Average Speed 35 mph
Collisions/MVM
2/17/2022

Page 78 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 31

STREET CYPRESS ST

FROM LEAF AVE TO HOLLENBECK AVE
Average Daily Traffic 13,071 Date Counted 3/18/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 10:48 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 45
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 72
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.31
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ AZUSA, HOMEREST, HOLLENBECK Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.909
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 62
Adjacent Land Use RESIDENTIAL, SCHOOL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 212

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40

PEDESTRIAN TRAFFIC &
UNIFORMITY W/ ADJ. SEG.
mph
Speed Justification
mph
Average Speed 40 mph
Collisions/MVM
2/17/2022

Page 79 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 32

STREET CYPRESS ST

FROM HOLLENBECK AVE TO CITRUS AVE
Average Daily Traffic 10,374 Date Counted 3/9/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 11:17 AM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 43
10 mph Pace Speed 35-44
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.18
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CITRUS, HOLLENBECK
Crosswalks? @ ALL T.S. , FOURTH
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 60
Adjacent Land Use RESIDENTIAL, SCHOOL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 209

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 80 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 33

STREET CYPRESS ST

FROM CITRUS AVE TO BARRANCA AVE
Average Daily Traffic 7,912 Date Counted 3/9/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 11:45 AM
50th Percentile Speed (Mean Speed) 34
85th Percentile Speed 39
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.92
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BARRANCA, CITRUS; STOP@ 1ST ST Crosswalks? @ ALL T.S. AND STOPS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 211

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 81 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 34

STREET CYPRESS ST

FROM BARRANCA AVE TO GRAND AVE
Average Daily Traffic 7,193 Date Counted 3/9/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 12:15 PM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 43
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 72
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.51
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GRAND, BARRANCA
Crosswalks? @ ALL T.S. , PROSPERO
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 56
Adjacent Land Use RESIDENTIAL, MULTI-RES.,COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 209

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 82 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 35

STREET CYPRESS ST

FROM GRAND AVE TO GLENDORA AVE
Average Daily Traffic 7,702 Date Counted 3/9/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 12:47 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 42
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GLENDORA, GRAND
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? YES
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 58
Adjacent Land Use RESIDENTIAL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 213

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 83 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 36

STREET CYPRESS ST

FROM GLENDORA AVE TO BONNIE COVE AVE
Average Daily Traffic 6,562 Date Counted 3/9/2021
Date of Speed Survey 3/25/2021
Time of Speed Survey 11:43 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 45
10 mph Pace Speed 35-44
Percentage of Vehicles in Pace 63
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.56
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GLENDORA; STOP @ BONNIE COVE Crosswalks? @ T.S. , & STOP, KIDDER
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 64
Adjacent Land Use RES., SCHOOL, COMMERCIAL, PARK, RELIGIOUS CENTER Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40

HIDDEN DWYS & UNIFORMITY W/
ADJ. SEG.,
mph
Speed Justification
mph
Average Speed 39 mph
Collisions/MVM
2/17/2022

Page 84 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 37

STREET CYPRESS ST

FROM BONNIE COVE AVE TO SUNFLOWER AVE
Average Daily Traffic 5,782 Date Counted 3/9/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 3:42 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 42
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.32
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control STOP@ SUNFLOWER, BONNIE COVE
Crosswalks? @ ALL STOPS, LYMAN
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 230

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 85 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 38

STREET GLENDORA AVE

FROM PUENTE ST TO RUDDOCK ST
Average Daily Traffic 4,525 Date Counted 3/2/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 1:47 PM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 42
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.40
Number of Lanes 4 LANES + BIKE LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO ; STOP@ PUENTE, RUDDOCK Crosswalks? @ ALL T.S. AND STOPS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting EAST SIDE
Width 60
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 214

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 38 mph
Collisions/MVM
2/17/2022

Page 86 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 39

STREET GLENDORA AVE

FROM RUDDOCK ST TO CYPRESS ST
Average Daily Traffic 7,154 Date Counted 3/2/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 1:19 PM
50th Percentile Speed (Mean Speed) 34
85th Percentile Speed 40
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 67
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES + BIKE LANES - UNDIVIDED
Type of Traffic Control T.S. @ CYPRESS; STOP @ RUDDOCK
Crosswalks? @ T.S. AND STOP, WINGATE, COLVER
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.409
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, COMMERCIAL, PARK
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 209

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
HIDDEN DWYS, PED. TRAFFIC, UNC.

XWALKS
mph
Speed Justification
mph
Average Speed 35 mph
Collisions/MVM
2/17/2022

Page 87 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 40

STREET GLENDORA AVE

FROM CYPRESS ST TO COVINA BLVD
Average Daily Traffic 7,422 Date Counted 3/2/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 12:50 PM
50th Percentile Speed (Mean Speed) 38
85th Percentile Speed 42
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 71
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 3
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.48
Number of Lanes 4 LANES + BIKE LANES - UNDIVIDED
Type of Traffic Control T.S. @ COVINA, CYPRESS
Crosswalks? @ T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.250
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting WEST SIDE
Width 64
Adjacent Land Use RESIDENTIAL, COMMERCIAL, RELIGIOUS CENTER Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 223

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

COLLISION RATE & HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 38 mph
Collisions/MVM
2/17/2022

Page 88 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 41

STREET GLENDORA AVE

FROM COVINA BLVD TO CIENEGA AVE
Average Daily Traffic 7,835 Date Counted 3/2/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 12:21 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 42
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 69
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.43
Number of Lanes 4 LANES + BIKE LANES - UNDIVIDED
Type of Traffic Control T.S. @ COVINA, CIENEGA
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.273
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting EAST SIDE
Width 60
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
HIDDEN DWYS, PED. TRAFFIC
mph
Speed Justification
mph
Average Speed 37 mph
Collisions/MVM
2/17/2022

Page 89 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 42

STREET GRAND AVE

FROM WALNUT CREEK RD TO PUENTE ST
Average Daily Traffic 29,119 Date Counted 3/2/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 12:07 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 79
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 5
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.29
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ PUENTE, ROWLAND
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, EAST SIDE
Length of Segment 0.545
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? EAST SIDE
Lighting BOTH SIDES
Width 84
Adjacent Land Use COMMERCIAL, RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 229

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 90 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 43

STREET GRAND AVE

FROM PUENTE ST TO SAN BERNARDINO RD
Average Daily Traffic 28,091 Date Counted 3/2/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 12:21 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 43
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 11
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.61
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ PUENTE, BADILLO, SAN BERNARDINO RD Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic MODERATE
On-Street Parking YES, BOTH SIDES
Length of Segment 0.591
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 80-84
Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 228

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 91 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 44

STREET GRAND AVE

FROM SAN BERNARDINO RD TO COVINA BLVD
Average Daily Traffic 24,545 Date Counted 3/2/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 12:45 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 41
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 71
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.27
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ SAN BERNARDINO, EDNA, CYPRESS, COVINA Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.545
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use RESIDENTIAL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 223

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 92 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 45

STREET GRAND AVE

FROM COVINA BLVD TO ARROW HWY
Average Daily Traffic 20,923 Date Counted 3/2/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 1:01 PM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 42
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 73
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ COVINA, CIENEGA, ARROW
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic MODERATE
On-Street Parking YES, BOTH SIDES
Length of Segment 0.455
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 84
Adjacent Land Use RESIDENTIAL, COMMERCIAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 232

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 93 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 46

STREET HOLLENBECK AVE

FROM SOUTH CITY LIMITS TO ROWLAND AVE
Average Daily Traffic 11,708 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 2:45 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 42
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 74
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.57
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ ROWLAND, WORKMAN
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.273
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? EAST SIDE
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 239

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 37 mph
Collisions/MVM
2/17/2022

Page 94 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 47

STREET HOLLENBECK AVE

FROM ROWLAND AVE TO BADILLO ST
Average Daily Traffic 12,569 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 2:21 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 42
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 73
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 7
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.02
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ ROWLAND, PUENTE, BADILLO Crosswalks? @ ALL T.S.

Pedestrian Traffic HEAVY
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting EAST SIDE
Width 60
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 249

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

COLLISION RATE & HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 37 mph
Collisions/MVM
2/17/2022

Page 95 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 48

STREET HOLLENBECK AVE

FROM BADILLO ST TO EDNA PL
Average Daily Traffic 14,882 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 1:59 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 75
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 9
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 1.21
Number of Lanes 2 LNS-UNDIV.S/O S.B.,4 LNS UNDIV N/O S.B Type of Traffic Control T.S. @ SAN BERNARDINO, BADILLO
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.455
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 42-60
Adjacent Land Use RESIDENTIAL, COMMERICAL, RELIGIOUS CENTER Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 216

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 96 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 49

STREET HOLLENBECK AVE

FROM COVINA BLVD TO ARROW HWY
Average Daily Traffic 12,440 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 1:35 PM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 42
10 mph Pace Speed 29-38
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.15
Number of Lanes 4 LANES + BIKE LANE - UNDIVIDED
Type of Traffic Control T.S. @ COVINA , GROVERDALE, ARROW Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking NONE
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, PARK
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 216

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 97 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 50

STREET HOLT AVE
FROM I-10 FREEWAY TO VIA VERDE ST
Average Daily Traffic 3,351 Date Counted 3/23/2021
Date of Speed Survey 3/9/2021
Time of Speed Survey 9:02 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 45
10 mph Pace Speed 36-45
Percentage of Vehicles in Pace 64
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.86
Number of Lanes 2 LNS-UNDIV. E/O PARK, 4 LNS UNDIV W/O PARK Type of Traffic Control STOP @ GARVEY
Crosswalks? @ PARK VIEW
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.318
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions POOR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use COMMERCIAL, RESIDENTIAL, PARK
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 258

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
PED. TRAFFIC & UNCONTROLLED
XWALKS
mph
Speed Justification
mph
Average Speed 39 mph
Collisions/MVM
2/17/2022

Page 98 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 51

STREET LARK ELLEN AVE

FROM GROVECENTER ST TO EDNA PL
Average Daily Traffic 13,646 Date Counted 2/25/2021
Date of Speed Survey 3/18/2021
Time of Speed Survey 1:07 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 43
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 67
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO, SAN BERNARDINO
Crosswalks? @ ALL T.S. , GROVE CENTER, BRIDGER
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use SCHOOL, COMMERCIAL, HOSPITAL, RESIDENTIAL Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 237

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 99 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 52

STREET PUENTE ST

FROM ARMEL DR TO HOLLENBECK AVE
Average Daily Traffic 6,601 Date Counted 3/18/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 9:07 AM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 40
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.00
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ HOLLENBECK
Crosswalks? @ T.S., ARMEL, HEATHDALE
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking BOTH SIDES; S. SIDE - RESTR.

Length of Segment 0.227
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 42
Adjacent Land Use RESIDENTIAL, SCHOOL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 210

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
PED. TRAFFIC, UNCONTROLLED
XWALKS
mph
Speed Justification
mph
Average Speed 35 mph
Collisions/MVM
2/17/2022

Page 100 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 53

STREET PUENTE ST

FROM HOLLENBECK AVE TO CITRUS AVE
Average Daily Traffic 6,694 Date Counted 3/18/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 10:11 AM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 40
10 mph Pace Speed 29-38
Percentage of Vehicles in Pace 67
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.00
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ HOLLENBECK, CITRUS
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 42
Adjacent Land Use RESIDENTIAL, HIGH SCHOOL STADIUM
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 207

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

HIDDEN DWYS, UNIFORMITY W/
ADJ. SEG., PED TRAFFIC
mph
Speed Justification
mph
Average Speed 35 mph
Collisions/MVM
2/17/2022

Page 101 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 54

STREET PUENTE ST

FROM CITRUS AVE TO BARRANCA AVE
Average Daily Traffic 4,442 Date Counted 3/18/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 11:01 AM
50th Percentile Speed (Mean Speed) 30
85th Percentile Speed 36
10 mph Pace Speed 27-36
Percentage of Vehicles in Pace 68
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 7
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 2.88
Number of Lanes 2 LANES
Type of Traffic Control T.S. @ CITRUS, SECOND, BARRANCA Crosswalks? @ ALL T.S., SAN JOSE
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting NORTH SIDE
Width 33
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 209

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 30

COLLISION RATE & HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 30 mph
Collisions/MVM
2/17/2022

Page 102 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 55

STREET PUENTE ST

FROM BARRANCA AVE TO GRAND AVE
Average Daily Traffic 4,039 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 9:00 AM
50th Percentile Speed (Mean Speed) 39
85th Percentile Speed 46
10 mph Pace Speed 34-43
Percentage of Vehicles in Pace 64
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.45
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BARRANCA, GRAND
Crosswalks? @ ALL T.S., MONTE VISTA, DE LAY
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 208

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40
HIDDEN DWYS, PED. TRAFFIC,

UNCONTROLLED XWALKS
mph
Speed Justification
mph
Average Speed 40 mph
Collisions/MVM
2/17/2022

Page 103 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 56

STREET PUENTE ST

FROM GRAND AVE TO GLENDORA AVE
Average Daily Traffic 4,501 Date Counted 3/18/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 2:26 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 32-41
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.41
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ GRAND ; STOP @ FARBER, GLENDORA Crosswalks? @ ALL T.S. & STOPS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? NORTH SIDE
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 37 mph
Collisions/MVM
2/17/2022

Page 104 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 57

STREET PUENTE ST

FROM GLENDORA AVE TO SHOUSE AVE
Average Daily Traffic 1,060 Date Counted 3/23/2021
Date of Speed Survey 3/4/2021
Time of Speed Survey 3:08 PM
50th Percentile Speed (Mean Speed) 26
85th Percentile Speed 30
10 mph Pace Speed 22-31
Percentage of Vehicles in Pace 81
Posted Speed Limit 25
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.00
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control STOP @ GLENDORA, SHOUSE
Crosswalks? @ GLENDORA
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.114
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting NORTH SIDE
Width 48
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 182

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 25

HIDDEN DWYS
mph
Speed Justification
mph
Average Speed 26 mph
Collisions/MVM
2/17/2022

Page 105 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 58

STREET PUENTE ST

FROM REEDER AVE TO RANCHO CORTO DR
Average Daily Traffic 5,542 Date Counted 3/23/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 10:21 AM
50th Percentile Speed (Mean Speed) 40
85th Percentile Speed 46
10 mph Pace Speed 37-46
Percentage of Vehicles in Pace 71
Posted Speed Limit 45
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.52
Number of Lanes 2 LANES + 2WY LT-LANE
Type of Traffic Control STOP @ REEDER
Crosswalks? @ ALL STOPS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.636
Vertical Curve? YES
Horizontal Curve? YES
Visibility FAIR
Roadway Conditions POOR
Sidewalks? SOUTH SIDE
Driveways? NORTH SIDE
Lighting BOTH SIDES
Width 64
Adjacent Land Use RESIDENTIAL, GOLF COURSE
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 210

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 106 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 59

STREET REEDER AVE

FROM PUENTE ST TO OLD BADILLO ST
Average Daily Traffic 4,307 Date Counted 3/2/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 12:25 PM
50th Percentile Speed (Mean Speed) 33
85th Percentile Speed 38
10 mph Pace Speed 29-38
Percentage of Vehicles in Pace 78
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.93
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control STOP @ OLD BADILLO, PUENTE
Crosswalks? @ ALL STOPS
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking NO
Length of Segment 0.227
Vertical Curve? YES
Horizontal Curve? YES
Visibility BAD
Roadway Conditions FAIR
Sidewalks? EAST SIDE
Driveways? EAST SIDE
Lighting EAST SIDE
Width 32
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 229

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 107 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 60

STREET REEDER AVE

FROM OLD BADILLO ST TO BADILLO ST
Average Daily Traffic 3,566 Date Counted 3/2/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 11:40 AM
50th Percentile Speed (Mean Speed) 28
85th Percentile Speed 33
10 mph Pace Speed 23-32
Percentage of Vehicles in Pace 74
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.44
Collisions per Million Vehicle Miles 0.00
Number of Lanes 3 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO ; STOP @ OLD BADILLO Crosswalks? @ ALL T.S. AND STOP
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking WEST SIDE - RESTRICTED
Length of Segment 0.227
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? EAST SIDE
Lighting EAST SIDE
Width 50
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 219

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 108 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 61

STREET REEDER AVE

FROM BADILLO ST TO CYPRESS ST
Average Daily Traffic 2,003 Date Counted 3/2/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 9:38 AM
50th Percentile Speed (Mean Speed) 33
85th Percentile Speed 39
10 mph Pace Speed 27-36
Percentage of Vehicles in Pace 64
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.00
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO , STOP @ CYPRESS Crosswalks? @ ALL T.S. AND STOP
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.455
Vertical Curve? YES
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions GOOD
Sidewalks? EAST SIDE
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 42
Adjacent Land Use RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 221

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 109 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 62

STREET ROWLAND AVE

FROM ARMEL DR TO CITRUS AVE
Average Daily Traffic 12,243 Date Counted 3/23/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 3:20 PM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 40
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 73
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 3
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.31
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ HOLLENBECK, CITRUS
Crosswalks? @ ALL T.S. , ARMEL
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.727
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 75
Adjacent Land Use RESIDENTIAL, MEDICAL CENTERS, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 212

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 110 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 63

STREET ROWLAND AVE

FROM CITRUS AVE TO BARRANCA AVE
Average Daily Traffic 10,075 Date Counted 3/23/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 2:54 PM
50th Percentile Speed (Mean Speed) 37
85th Percentile Speed 41
10 mph Pace Speed 33-42
Percentage of Vehicles in Pace 74
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 5
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.91
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BARRANCA, SECOND, CITRUS Crosswalks? @ ALL T.S., FIRST, EREMLAND
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES - RESTRICTED
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 75
Adjacent Land Use COMMERCIAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 225

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 111 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 64

STREET ROWLAND AVE

FROM BARRANCA AVE TO FORESTDALE AVE
Average Daily Traffic 7,098 Date Counted 3/23/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 2:21 PM
50th Percentile Speed (Mean Speed) 41
85th Percentile Speed 46
10 mph Pace Speed 36-45
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ BARRANCA
Crosswalks? @ BARRANCA
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.273
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 77
Adjacent Land Use RESIDENTIAL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 216

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40

HIDDEN DWYS & UNIFORMITY W/
ADJ. SEG.
mph
Speed Justification
mph
Average Speed 41 mph
Collisions/MVM
2/17/2022

Page 112 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 65

STREET SAN BERNARDINO RD

FROM VINCENT AVE TO LARK ELLEN AVE
Average Daily Traffic 11,488 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 2:37 PM
50th Percentile Speed (Mean Speed) 41
85th Percentile Speed 45
10 mph Pace Speed 36-45
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Number of Years Studied 3
Total Collisions 10
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.59
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ VINCENT, LARK ELLEN
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? YES
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use RES., COMMERCIAL, MULTI-RES., RELIGIOUS CENTER-SCHOO Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 225

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 40

COLLISION RATE, HIDDEN DWYS, &
PED. TRAFFIC
mph
Speed Justification
mph
Average Speed 41 mph
Collisions/MVM
2/17/2022

Page 113 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 66

STREET SAN BERNARDINO RD

FROM LARK ELLEN AVE TO AZUSA AVE
Average Daily Traffic 14,152 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 2:17 PM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 40
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 73
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 15
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.94
Number of Lanes 4 LANES + 2WY LT-LANE
Type of Traffic Control T.S. @ LARK ELLEN, RIMSDALE, AZUSA Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use COMMERCIAL, RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 227

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

COLLISION RATE, HIDDEN DWYS &
PED. TRAFFIC
mph
Speed Justification
mph
Average Speed 36 mph
Collisions/MVM
2/17/2022

Page 114 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 67

STREET SAN BERNARDINO RD

FROM AZUSA AVE TO HOLLENBECK AVE
Average Daily Traffic 11,167 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 1:56 PM
50th Percentile Speed (Mean Speed) 34
85th Percentile Speed 38
10 mph Pace Speed 29-38
Percentage of Vehicles in Pace 78
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.60
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @AZUSA , HOLLENBECK
Crosswalks? @ ALL T.S., ELSPETH, ARMEL
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.545
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use RESIDENTIAL, SCHOOL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 232

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 115 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 68

STREET SAN BERNARDINO RD

FROM HOLLENBECK AVE TO CITRUS AVE
Average Daily Traffic 9,824 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 1:34PM
50th Percentile Speed (Mean Speed) 30
85th Percentile Speed 35
10 mph Pace Speed 25-34
Percentage of Vehicles in Pace 77
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.37
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ HOLLENBECK, CITRUS, 3RD
Crosswalks? @ ALL T.S.,VALENCIA., 4TH
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking NONE
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting NORTH SIDE
Width 42
Adjacent Land Use RESIDENTIAL, HOSPITAL, PARK
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 210

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 30
HIDDEN DWYS, PED. TRAFFIC,

UNCONTROLLED CROSSWALKS
mph
Speed Justification
mph
Average Speed 31 mph
Collisions/MVM
2/17/2022

Page 116 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 69

STREET SAN BERNARDINO RD

FROM CITRUS AVE TO BARRANCA AVE
Average Daily Traffic 10,001 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 12:15 PM
50th Percentile Speed (Mean Speed) 33
85th Percentile Speed 38
10 mph Pace Speed 28-37
Percentage of Vehicles in Pace 78
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.18
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CITRUS, 2ND, BARRANCA
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions POOR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use COMMERCIAL, RELIGIOUS CENTER
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 117 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 70

STREET SAN BERNARDINO RD

FROM BARRANCA AVE TO GRAND AVE
Average Daily Traffic 8,471 Date Counted 3/18/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 11:50 AM
50th Percentile Speed (Mean Speed) 33
85th Percentile Speed 37
10 mph Pace Speed 28-37
Percentage of Vehicles in Pace 78
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 7
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.51
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BARRANCA, GRAND
Crosswalks? @ ALL T.S.

Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? YES
Visibility FAIR
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 60
Adjacent Land Use COMMERCIAL,RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 210

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 118 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 71

STREET SECOND AVE

FROM ROWLAND AVE TO BADILLO ST
Average Daily Traffic 5,344 Date Counted 2/25/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 9:00 AM
50th Percentile Speed (Mean Speed) 35
85th Percentile Speed 40
10 mph Pace Speed 30-39
Percentage of Vehicles in Pace 61
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.34
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO, PUENTE, ROWLAND Crosswalks? @ ALL T.S.,CENTER,DEXTER
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 56-62
Adjacent Land Use RESIDENTIAL, COMMERCIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 219

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35

HIDDEN DWYS & UNCONTROLLED
XWALKS
mph
Speed Justification
mph
Average Speed 34 mph
Collisions/MVM
2/17/2022

Page 119 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 72

STREET SECOND AVE

FROM BADILLO ST TO FRONT ST
Average Daily Traffic 5,918 Date Counted 3/25/2021
Date of Speed Survey 3/23/2021
Time of Speed Survey 10:01 AM
50th Percentile Speed (Mean Speed) 30
85th Percentile Speed 37
10 mph Pace Speed 24-33
Percentage of Vehicles in Pace 67
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.00
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BADILLO, SAN BERNARDINO, COLLEGE; STOP @ FRONT Crosswalks? @ ALL T.S. AND STOPS, ITALIA, SCHOOL
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.364
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 78
Adjacent Land Use COMMERCIAL, CIVIC CENTER, RELIGIOUS CENTER, LIBRARY Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 215

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 30

HIDDEN DWYS, UNCONTROLLED
XWALKS, PED. TRAFFIC
mph
Speed Justification
mph
Average Speed 31 mph
Collisions/MVM
2/17/2022

Page 120 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 73

STREET SUNFLOWER AVE

FROM CYPRESS ST TO CIENEGA AVE
Average Daily Traffic 7,951 Date Counted 2/25/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 9:01 AM
50th Percentile Speed (Mean Speed) 36
85th Percentile Speed 40
10 mph Pace Speed 31-40
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 3
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 0.69
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CIENEGA; STOP @ CYPRESS, COVINA Crosswalks? @ ALL T.S.,STOPS,BENWOOD
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.500
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 64
Adjacent Land Use RESIDENTIAL, SCHOOL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 221

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Nicolle Spann Date State Registration Number
TE 2933
Collisions/MVM
years
feet
miles
Recommended Speed Limit 35
PED. TRAFFIC & UNCONTROLLED
XWALKS
mph
Speed Justification
mph
Average Speed 35 mph
Collisions/MVM
2/17/2022

Page 121 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 74

STREET VINCENT AVE

FROM BADILLO ST TO EDNA PL
Average Daily Traffic 16,500 Date Counted 2/25/2021
Date of Speed Survey 3/17/2021
Time of Speed Survey 3:01 PM
50th Percentile Speed (Mean Speed) 32
85th Percentile Speed 36
10 mph Pace Speed 27-36
Percentage of Vehicles in Pace 78
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 4
Statewide Average Collision Rate 0.91
Collisions per Million Vehicle Miles 0.49
Number of Lanes 4 LANES - DIVIDED
Type of Traffic Control T.S. @ BADILLO, SAN BERNARDINO
Crosswalks? @ ALL T.S.

Pedestrian Traffic LIGHT
Truck Traffic MODERATE
On-Street Parking YES, BOTH SIDES
Length of Segment 0.455
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions POOR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting BOTH SIDES
Width 80
Adjacent Land Use COMMERCIAL, INDUSTRIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 236

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 122 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 75

STREET WORKMAN AVE

FROM WEST CITY LIMIT TO EAST CITY LIMIT W/O CITRUS AV
Average Daily Traffic 8,157 Date Counted 3/23/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 1:21 PM
50th Percentile Speed (Mean Speed) 32
85th Percentile Speed 36
10 mph Pace Speed 27-36
Percentage of Vehicles in Pace 75
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 0
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.00
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ HOLLENBECK, CITRUS; STOP @ ALBERTSON Crosswalks? @ ALL T.S. AND STOPS, ARDENVILLE
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, BOTH SIDES
Length of Segment 0.727
Vertical Curve? NONE
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting NORTH SIDE
Width 44
Adjacent Land Use RESIDENTIAL, SCHOOL, RELIGIOUS CENTER Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 218

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 123 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 76

STREET WORKMAN AVE

FROM CITRUS AVE TO BARRANCA AVE
Average Daily Traffic 9,309 Date Counted 3/23/2021
Date of Speed Survey 3/16/2021
Time of Speed Survey 12:32 PM
50th Percentile Speed (Mean Speed) 34
85th Percentile Speed 38
10 mph Pace Speed 29-38
Percentage of Vehicles in Pace 75
Posted Speed Limit 35
Number of Years Studied 3
Total Collisions 2
Statewide Average Collision Rate 1.60
Collisions per Million Vehicle Miles 0.39
Number of Lanes 2 LANES - UNDIVIDED
Type of Traffic Control T.S. @ CITRUS, BARRANCA
Crosswalks? @ ALL T.S., SAN ANTONIO, SECOND, PALMETTO
Pedestrian Traffic MODERATE
Truck Traffic LIGHT
On-Street Parking YES, NORTH SIDE
Length of Segment 0.500
Vertical Curve? YES
Horizontal Curve? NONE
Visibility GOOD
Roadway Conditions FAIR
Sidewalks? BOTH SIDES
Driveways? BOTH SIDES
Lighting SOUTH SIDE
Width 50
Adjacent Land Use COMMERCIAL, RESIDENTIAL
Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 215

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 124 of 206 ends

ENGINEERING AND TRAFFIC SURVEY
CITY OF COVINA 77

STREET WORKMAN AVE

FROM BARRANCA AVE TO EASTERLY END OF ROAD
Average Daily Traffic 2,234 Date Counted 3/23/2021
Date of Speed Survey 3/24/2021
Time of Speed Survey 1:47 PM
50th Percentile Speed (Mean Speed) 30
85th Percentile Speed 34
10 mph Pace Speed 26-35
Percentage of Vehicles in Pace 86
Posted Speed Limit 30
Number of Years Studied 3
Total Collisions 1
Statewide Average Collision Rate 0.93
Collisions per Million Vehicle Miles 1.12
Number of Lanes 4 LANES - UNDIVIDED
Type of Traffic Control T.S. @ BARRANCA
Crosswalks? @ BARRANCA
Pedestrian Traffic LIGHT
Truck Traffic LIGHT
On-Street Parking PARTIAL
Length of Segment 0.364
Vertical Curve? NONE
Horizontal Curve? YES
Visibility GOOD
Roadway Conditions GOOD
Sidewalks? SOUTH SIDE
Driveways? SOUTH SIDE
Lighting BOTH SIDES
Width 50
Adjacent Land Use COMMERCIAL, RESIDENTIAL, MULTI-RES.

Field Study By BC Checked By NS
CERTIFICATION DATE 2/17/2022
Number of Survey Samples 244

SPEED FACTORS
mph
mph

COLLISION HISTORY

TRAFFIC FACTORS

Page 125 of 206 ends

APPENDIX B
Radar Speed Distribution Forms

Page 126 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 9:42AM 10:01AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ARROW GRAND CIR AND GRAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 800 ARROW HWY
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 X X 0 2 2
55 X X 1 1 2 ROAD CONDITION:
54 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 X X X 0 3 3
51 X X X 1 2 3
50 X X X 2 1 3
49 X X X 1 2 3
48 X X X X X X 2 4 6
47 X X X X X X X 5 2 7
46 X X X X X X X 6 1 7
45 X X X X X X X X X X X 7 4 11
44 X X X X X X 4 2 6
43 X X X X X X X X X X 6 4 10 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 2 8 10
41 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 9 24 40 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 X 18 9 27 85TH %: 46 45 46 M.P.H. 39 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 9 24 38 X X X X X X X X X X X X X X 4 10 14 50TH %: 40 39 40 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 X 10 13 23 36 X X X X X X X X X X X X 5 7 12 15TH %: 36 35 35 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 7 13 20 *
34 X X X X X X X X X X X X X X X X X 5 12 17 * 10 MPH PACE: 37 - 46 34 - 43 34 - 43 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X 1 3 4 P % IN PACE: 72% 75% 74%
31 X 1 0 1 A
30 0 0 0 C % OVER PACE: 11% 20% 22%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 17% 5% 4%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 40 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 21 31 26
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: 0.17 0.25 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.50 0.32 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
121 125 246
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF COVINA
TO

ARROW HIGHWAY

Page 127 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 9:15AM 9:37AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GRAND AVE AND 1000' EASTERLY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 934 ARROW HWY
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 X 0 1 1
55 X 0 1 1 ROAD CONDITION:
54 X X X 0 3 3
53 X X 0 2 2 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X 2 1 3
50 X X X X X X X 1 6 7
49 X X X X X X 3 3 6
48 X X X X X X 2 4 6
47 X X X X X X X X X X 3 7 10
46 X X X X X X X X X 1 8 9
45 X X X X X X X 1 6 7
44 X X X X X X X X X X 4 6 10
43 X X X X X X X X 3 5 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X 6 10 16
41 X X X X X X X X X X X 4 7 11
40 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 X 12 15 27 85TH %: 43 47 46 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X X 5 17 22
38 X X X X X X X X X X X X X X X X 4 12 16 50TH %: 37 40 39 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 9 10 19
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 20 4 24 15TH %: 33 35 34 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 X X X X X X X X X X X 13 6 19 * 10 MPH PACE: 33 - 42 37 - 46 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X 10 4 14 *
32 X X X X X X 4 2 6 P % IN PACE: 74% 63% 66%
31 X X X X X X X X X 5 4 9 A
30 X X 2 0 2 C % OVER PACE: 17% 19% 27%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 9% 18% 6%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 38 41 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 31 31
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: 0.21 0.21 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.45 0.34 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
119 152 271

CITY OF COVINA
TO

ARROW HIGHWAY
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 128 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 3:09PM 3:31PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMITS AND SAN BERNARDINO RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: HOME DEPOT PARKING LOT
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 X 0 1 1
45 X X 2 0 2
44 X X 1 1 2
43 X X X X 3 1 4 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 4 2 6
40 X X X X X X X X X X X X X X X X 5 11 16 85TH %: 40 40 40 M.P.H. 39 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 6 24 38 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 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 8 13 21
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 X X X X 12 16 28 15TH %: 33 33 33 M.P.H. 35 X X X X X X X X X X X X X X X X X X 15 3 18 *
34 X X X X X X X X X X 4 6 10 * 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 8 12 20 *
32 X X X X X X X 3 4 7 P % IN PACE: 86% 85% 86%
31 X X X X 1 3 4 A
30 X X X X X X 1 5 6 C % OVER PACE: 6% 3% 4%
29 X X X 3 0 3 E
28 X 1 0 1 * % UNDER PACE: 8% 12% 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: 12 12 12
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 3 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.12 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.34 0.34 0.24 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
106 103 209

CITY OF COVINA
TO

AZUSA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 129 of 206 ends

DATE: 03/17/21 DAY: Wednesday TIME PERIOD: 3:23PM 3:38PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SAN BERNARDINO RD AND CYPRESS ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 580 AZUSA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 0 1 1
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 X 1 0 1
51 0 0 0
50 0 0 0
49 X X 2 0 2
48 0 0 0
47 0 0 0
46 X X X X X 0 5 5
45 X X X X X X X X X X 4 6 10
44 X X X X X X X X X X X 3 8 11
43 X X X X X X X X X X X X 4 8 12 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X 3 9 12
41 X X X X X X X X X X X X X X 5 9 14
40 X X X X X X X X X X X X X X X X X X X 11 8 19 85TH %: 41 44 43 M.P.H. 39 X X X X X X X X X X X X X X 5 9 14
38 X X X X X X X X X X X X X X X X X X X X X 13 8 21 50TH %: 37 39 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 X X X X X X 11 7 18 15TH %: 31 33 32 M.P.H. 35 X X X X X X X X X 4 5 9 *
34 X X X X X X 3 3 6 * 10 MPH PACE: 31 - 40 36 - 45 36 - 45 M.P.H. 33 X X X X X X X X 3 5 8 *
32 X X X X X X X X X X X X X X 11 3 14 P % IN PACE: 69% 71% 65% 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 X 8 3 11 C % OVER PACE: 20% 6% 4% 29 X X X 1 2 3 E
28 X X X X 4 0 4 * % UNDER PACE: 12% 23% 30%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 37 39 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 27 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: 0.22 0.24 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.49 0.35 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
112 111 223

CITY OF COVINA
TO

AZUSA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 130 of 206 ends

DATE: 03/17/21 DAY: Wednesday TIME PERIOD: 3:42PM 4:11PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): CYPRESS ST AND ARROW HWY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1000 AZUSA 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 X 1 0 1
48 X 1 0 1
47 0 0 0
46 X 1 0 1
45 X X X X X X X 0 7 7
44 X X X X X X X 2 5 7
43 X X X X X X X 2 5 7 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 5 6 11
41 X X X X X X X X 6 2 8
40 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 85TH %: 41 43 42 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X 11 10 21
38 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 13 13 26 50TH %: 37 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 X X X X X X X X X 18 10 28 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 X 16 9 25 15TH %: 35 34 35 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 X X X X X 9 5 14 * 10 MPH PACE: 34 - 43 36 - 45 34 - 43 M.P.H. 33 X X X 0 3 3 *
32 X X X X X X 3 3 6 P % IN PACE: 92% 77% 84%
31 X X X X 1 3 4 A
30 X X X 0 3 3 C % OVER PACE: 5% 0% 8%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 4% 23% 8%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 38 38 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 10 15 12
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: 0.09 0.15 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.30 0.38 0.24 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
107 103 210

CITY OF COVINA
TO

AZUSA AVENUE
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 131 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 12:40PM 12:57PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LARK ELLEN AVE AND HOLLENBECK AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 554 BADILLO 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 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X X 1 2 3
50 0 0 0
49 X X X X 2 2 4
48 X X 1 1 2
47 X X X 0 3 3
46 X X X 2 1 3
45 X X X X X X X X X X 5 5 10
44 X X X X X X X X 1 7 8
43 X X X X X X X X X X X X X 7 6 13 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X 3 4 7
41 X X X X X X X X X X 6 4 10
40 X X X X X X X X X X X X X X X X X 9 8 17 85TH %: 43 44 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 X X 7 15 22
38 X X X X X X X X X X X X X X X X X 10 7 17 50TH %: 38 39 38 M.P.H. 37 X X X X X X X X X X X X X X X X 6 10 16
36 X X X X X X X X X X X X X X X X X X X 10 9 19 15TH %: 33 34 33 M.P.H. 35 X X X X X X X X X X X X X X 9 5 14 *
34 X X X X X X X X X X X X X X 5 9 14 * 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X 3 3 6 P % IN PACE: 69% 68% 68%
31 X X X X X X X 5 2 7 A
30 X X X X X X 4 2 6 C % OVER PACE: 13% 19% 16%
29 X 1 0 1 E
28 0 0 0 * % UNDER PACE: 18% 13% 16%
27 0 0 0 *
26 X 0 1 1 * ARITHMETIC MEAN: 38 39 38 M.P.H.
25 X X 1 1 2
24 X 0 1 1 SAMPLE VARIANCE: 26 29 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: 0.25 0.25 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.50 0.35 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
104 114 218

CITY OF COVINA
TO

BADILLO STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 132 of 206 ends

DATE: 04/15/21 DAY: Thursday TIME PERIOD: 1:30PM 1:45PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): HOLLENBECK AVE AND FOURTH AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 376 BADILLO 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 X X 2 0 2
48 X 1 0 1
47 X X 1 1 2
46 X X 1 1 2
45 X X 2 0 2
44 X X X X X 4 1 5
43 X X X X 4 0 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X 4 3 7
41 X X X X X X X X X X 6 4 10
40 X X X X X X X X 5 3 8 85TH %: 42 39 41 M.P.H.
39 X X X X X X X X X X X X X X 7 7 14
38 X X X X X X X X X X X X X X X 11 4 15 50TH %: 36 34 35 M.P.H. 37 X X X X X X X X X X X X X X 3 11 14
36 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 15TH %: 32 29 31 M.P.H. 35 X X X X X X X X X X X X X X 10 4 14 *
34 X X X X X X X X X X X X X X X X X X X X 8 12 20 * 10 MPH PACE: 31 - 40 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 9 11 20 *
32 X X X X X X X X X X X X X X X 5 10 15 P % IN PACE: 71% 73% 72% 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 5 6 11 C % OVER PACE: 22% 12% 19% 29 X X X X X X X 0 7 7 E
28 X X X 0 3 3 * % UNDER PACE: 7% 15% 9%
27 X X X X X 1 4 5 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 34 36 M.P.H.
25 X X 1 1 2
24 X 0 1 1 SAMPLE VARIANCE: 24 20 24
23 X 1 0 1
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 0.18 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.43 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
112 110 222

CITY OF COVINA
TO

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CARLOS
SUNNY
DRY
FAIR
RADAR

Page 133 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 11:53AM 12:14PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): FOURTH AVE AND SECOND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 138 BADILLO 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 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X 0 1 1
40 X X X X X X 3 3 6 85TH %: 32 36 33 M.P.H.
39 X X X X 0 4 4
38 X X X 1 2 3 50TH %: 26 30 28 M.P.H.
37 X X 1 1 2
36 X X X X X X X 1 6 7 15TH %: 23 24 23 M.P.H.
35 X X X X X X X 1 6 7 *
34 X 0 1 1 * 10 MPH PACE: 23 - 32 23 - 32 23 - 32 M.P.H. 33 X X X X X X X X X 5 4 9 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 79% 63% 72% 31 X X X X X X X X X X X X X X X X X X X 5 14 19 A
30 X X X X X X X X X X X X X X X X X X 12 6 18 C % OVER PACE: 10% 27% 18% 29 X X X X X X X X X X X X X X X X X X X 8 11 19 E
28 X X X X X X X X X X X X X 5 8 13 * % UNDER PACE: 10% 9% 10% 27 X X X X X X X X X X 5 5 10 *
26 X X X X X X X X X X X X X X 11 3 14 * ARITHMETIC MEAN: 27 30 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 13 6 19
24 X X X X X X X X X X X X X X X X X X X 15 4 19 SAMPLE VARIANCE: 20 28 26 23 X X X X X X X X X X X X X X X X X 12 5 17
22 X X X X X X X 3 4 7 STANDARD DEVIATION: 4 5 5 M.P.H. 21 X X X X X X X X X 5 4 9
20 X X X X X 4 1 5 VARIANCE OF THE MEAN: 0.17 0.27 0.12 19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.52 0.34 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
117 106 223

CITY OF COVINA
TO

BADILLO STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 134 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 11:32AM 11:49AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SECOND AVE AND BARRANCA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 437 BADILLO 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 X 0 1 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 0 0 0
49 X X X 1 2 3
48 X X X 1 2 3
47 X X 0 2 2
46 X X X X X 1 4 5
45 X X X X X X X X X X 8 2 10
44 X X X X X X X X 4 4 8
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X X X X X X 9 3 12
41 X X X X X X X X X X X X X X X 8 7 15
40 X X X X X X X X X X X X X X 6 8 14 85TH %: 42 44 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 X X X X 15 9 24 38 X X X X X X X X X X X X X X X X X X X 7 12 19 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 9 8 17
36 X X X X X X X X 4 4 8 15TH %: 33 33 33 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 3 9 12 * 10 MPH PACE: 33 - 42 32 - 41 33 - 42 M.P.H. 33 X X X X X X X 4 3 7 *
32 X X X X X X X X 4 4 8 P % IN PACE: 71% 70% 70%
31 X X X X X X X 3 4 7 A
30 X X X X X X X X 4 4 8 C % OVER PACE: 15% 20% 16%
29 X X X 2 1 3 E
28 X X 0 2 2 * % UNDER PACE: 13% 10% 14%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 38 38 38 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 22 27 24
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: 0.21 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
105 106 211

CITY OF COVINA
TO

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CARLOS
SUNNY
DRY
FAIR
RADAR

Page 135 of 206 ends

DATE: 09/14/21 DAY: Tuesday TIME PERIOD: 9:38AM 10:00AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BARRANCA AVE AND GRAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 568 BADILLO ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 0 1 1
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 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X X X 2 1 3
50 X 0 1 1
49 X 1 0 1
48 X X 1 1 2
47 X X X X X 3 2 5
46 X X X X X X X X X 5 4 9
45 X X X X X X X 4 3 7
44 X X X X X X X X X 5 4 9
43 X X X X X 2 3 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X 9 6 15
41 X X X X X X X X X X X X X X X 7 8 15
40 X X X X X X X X X X X X X X 6 8 14 85TH %: 45 44 45 M.P.H. 39 X X X X X X X X X X X X X X X X 10 6 16
38 X X X X X X X X X X X X X X X X X 10 7 17 50TH %: 39 38 39 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 3 7 10 15TH %: 34 33 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 3 5 8 * 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X 7 7 14 *
32 X X X X X X X X 4 4 8 P % IN PACE: 69% 67% 68%
31 X X X X 1 3 4 A
30 X 0 1 1 C % OVER PACE: 24% 22% 23%
29 X 1 0 1 E
28 X 0 1 1 * % UNDER PACE: 7% 11% 9%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 35 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: 0.25 0.35 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.59 0.39 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF COVINA
TO

BADILLO STREET

Page 136 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 10:49AM 11:07AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GRAND AVE AND GLENDORA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1031 BADILLO 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 X 0 1 1 THE SPED LIMIT IN THE MUNICIPAL CODE
57 0 0 0 IS 45 MPH ROAD SURFACE:
56 X X 0 2 2
55 X 0 1 1 ROAD CONDITION:
54 X X X 1 2 3
53 X 0 1 1 DATA COLLECTION METHOD:
52 X X 1 1 2
51 X X 0 2 2
50 X X X X X X X 5 2 7
49 X X X X X X X 0 7 7
48 X X X X X X X 2 5 7
47 X X X X X X X X X X X 4 7 11
46 X X X X X X X X 2 6 8
45 X X X X X X X X X X X X X X 2 12 14
44 X X X X X X X X X X X X X X 6 8 14
43 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 6 19 25 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X 3 12 15
41 X X X X X X X X X X X X X X X X X X 8 10 18
40 X X X X X X X X X X X X X X X 6 9 15 85TH %: 45 48 47 M.P.H. 39 X X X X X X X X X X X X X X X 10 5 15
38 X X X X X X X X X X X 9 2 11 50TH %: 39 43 41 M.P.H. 37 X X X X X X X X X X X X X X X X 14 2 16
36 X X X X X X X 6 1 7 15TH %: 34 35 35 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 X X X X 8 4 12 * 10 MPH PACE: 34 - 43 40 - 49 37 - 46 M.P.H. 33 X X X X 1 3 4 *
32 X 0 1 1 P % IN PACE: 69% 66% 60%
31 X X X X X X X X X X 5 5 10 A
30 X X X X X X 1 5 6 C % OVER PACE: 21% 8% 18%
29 0 0 0 E
28 X 0 1 1 * % UNDER PACE: 9% 25% 22%
27 X X 2 0 2 *
26 X 1 0 1 * ARITHMETIC MEAN: 39 42 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 30 37 36
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 0.26 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.51 0.38 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
108 143 251

CITY OF COVINA
TO

BADILLO STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 137 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 10:25AM 10:44AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GLENDORA AVE AND REEDER AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: BANNA AVE/BADILLO 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 X X 0 2 2
57 X 0 1 1 ROAD SURFACE:
56 X 0 1 1
55 X 1 0 1 ROAD CONDITION:
54 X X 1 1 2
53 X X X 1 2 3 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X X X X X X X X 5 4 9
49 X X X 2 1 3
48 X X X X X X X X X 8 1 9
47 X X X X X X X X X X X 5 6 11
46 X X X X X X X X X X X 5 6 11
45 X X X X X X X X X X X X X 6 7 13
44 X X X X X X X X X X X X X X X X X X 14 4 18
43 X X X X X X X X X X X X X X X X X 11 6 17 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X 9 7 16
41 X X X X X X X X X X X X X X X X X X X X X 11 10 21
40 X X X X X X X X X X X X X X X X X X X 7 12 19 85TH %: 47 47 47 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 6 5 11 50TH %: 42 41 41 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 10 5 15 15TH %: 36 34 35 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 3 3 6 * 10 MPH PACE: 35 - 44 38 - 47 35 - 44 M.P.H. 33 X X X 1 2 3 *
32 X X X X X X X 3 4 7 P % IN PACE: 67% 58% 62%
31 X X X 1 2 3 A
30 X X X X X X X 1 6 7 C % OVER PACE: 26% 12% 27%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 7% 30% 11%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 42 41 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 41 33
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: 0.20 0.35 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.59 0.37 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
131 115 246

CITY OF COVINA
TO

BADILLO STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 138 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 10:00AM 10:19AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): REEDER AVE AND EAST CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: LYMAN AVE/BADILLO ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 X 1 0 1 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 X X 1 1 2
55 X X 1 1 2 ROAD CONDITION:
54 X X X 2 1 3
53 X X X 1 2 3 DATA COLLECTION METHOD:
52 X X X X X X 3 3 6
51 X X X X X 2 3 5
50 X X X X X X X X X X X X 2 10 12
49 X X X X X X X X X X X X X 6 7 13
48 X X X X X X X X X X X X X X X X X X 8 10 18
47 X X X X X X X X X X X X X X X X X X X X 7 13 20
46 X X X X X X X X X X X X X X X X X X X X 6 14 20
45 X X X X X X X X X X X X X X X 10 5 15
44 X X X X X X X X X X X X X X 3 11 14
43 X X X X X X X X X X X X 8 4 12 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 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 41 X X X X X X X X X X 6 4 10
40 X X X X X X X X X X X X X X 7 7 14 85TH %: 49 50 50 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 3 4 7 50TH %: 44 46 45 M.P.H.
37 X X X X X 4 1 5
36 X X 2 0 2 15TH %: 39 40 40 M.P.H.
35 0 0 0 *
34 X X X 0 3 3 * 10 MPH PACE: 39 - 48 41 - 50 40 - 49 M.P.H. 33 X 1 0 1 *
32 X X 0 2 2 P % IN PACE: 70% 73% 70%
31 X X 1 1 2 A
30 0 0 0 C % OVER PACE: 19% 9% 15%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 10% 18% 15%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 44 45 45 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 24 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 0.20 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.44 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
105 121 226

CITY OF COVINA
TO

BADILLO STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 139 of 206 ends

DATE: 03/16/21 DAY: Tuesday TIME PERIOD: 1:40PM 1:55PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SOUTH CITY LIMITS AND PUENTE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 453 BARRANCA 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 X 1 0 1
47 X X 2 0 2
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 2 4 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X 6 3 9
41 X X X X X X X X X X X X X X X 7 8 15
40 X X X X X X X X X X X 8 3 11 85TH %: 41 41 41 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X 7 14 21
38 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 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 X X X X 12 14 26 36 X X X X X X X X X X X X X X X X X X 14 4 18 15TH %: 32 32 32 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 X X 6 11 17 * 10 MPH PACE: 34 - 43 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X 2 7 9 *
32 X X X X X X X X X X X X X X X X X X 5 13 18 P % IN PACE: 77% 80% 78% 31 X X X X X X X X X X 2 8 10 A
30 X X X X X X X 6 1 7 C % OVER PACE: 5% 12% 12%
29 X 1 0 1 E
28 X 1 0 1 * % UNDER PACE: 18% 8% 10%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 15 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: 0.16 0.13 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.36 0.27 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
110 116 226

CITY OF COVINA
TO

BARRANCA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 140 of 206 ends

DATE: 03/16/21 DAY: Tuesday TIME PERIOD: 1:58PM 2:14PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PUENTE ST AND SAN BERNARDINO RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 248 BARRANCA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 X 1 0 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 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 X 0 1 1
49 X X 0 2 2
48 X X 1 1 2
47 0 0 0
46 0 0 0
45 X X 0 2 2
44 X X X X 1 3 4
43 X X X X 1 3 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 2 4 6
41 X X X X X X X 3 4 7
40 X X X X X X 3 3 6 85TH %: 39 41 40 M.P.H.
39 X X X X X X X X X X X X X X X X X X X X X 5 16 21
38 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 X X X 7 22 29 50TH %: 35 38 36 M.P.H. 37 X X X X X X X X X X X X X X 7 7 14
36 X X X X X X X X X X X X X X X X X 10 7 17 15TH %: 31 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 X X 14 8 22 * 34 X X X X X X X X X X X X X X X 10 5 15 * 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 X 9 6 15 *
32 X X X X X X X X X X X X 9 3 12 P % IN PACE: 80% 78% 78% 31 X X X X X X X X X X X X X 9 4 13 A
30 X X X X X X X X X 6 3 9 C % OVER PACE: 12% 11% 17%
29 X X X 3 0 3 E
28 X X 2 0 2 * % UNDER PACE: 8% 10% 5%
27 X 0 1 1 *
26 X 1 0 1 * ARITHMETIC MEAN: 35 38 36 M.P.H.
25 X X 2 0 2
24 0 0 0 SAMPLE VARIANCE: 27 18 24
23 0 0 0
22 X 1 0 1 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.17 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.41 0.34 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
108 105 213

CITY OF COVINA
TO

BARRANCA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 141 of 206 ends

DATE: 03/16/21 DAY: Tuesday TIME PERIOD: 2:18PM 2:37PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SAN BERNARDINO RD AND COVINA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 826 BARRANCA 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 0 0 0
50 0 0 0
49 0 0 0
48 X X 0 2 2
47 0 0 0
46 X X X X X X 4 2 6
45 X X X X X 2 3 5
44 X X X X X X X 3 4 7
43 X X X X X X X X 3 5 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 5 3 8
41 X X X X 1 3 4
40 X X X X X X X X X X X X X X X 6 9 15 85TH %: 40 42 42 M.P.H. 39 X X X X X X X X X X X X X 5 8 13
38 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 50TH %: 36 36 36 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 X X 16 8 24 36 X X X X X X X X X X X X X X X X X X 14 4 18 15TH %: 32 32 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 9 10 19 *
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: 31 - 40 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 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: 83% 73% 79% 31 X X X X X X X X X X X X X X 8 6 14 A
30 X X X 0 3 3 C % OVER PACE: 15% 21% 18%
29 X X X 1 2 3 E
28 X 1 0 1 * % UNDER PACE: 2% 6% 4%
27 X X 0 2 2 *
26 0 0 0 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 24 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: 0.13 0.21 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.36 0.46 0.29 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
121 112 233

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Page 142 of 206 ends

DATE: 03/16/21 DAY: Tuesday TIME PERIOD: 2:44PM 3:01PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COVINA BLVD AND NORTH CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: TUDOR ST/BARRANCA 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 X 0 1 1
50 X X 2 0 2
49 X 1 0 1
48 X 0 1 1
47 0 0 0
46 X X X 1 2 3
45 0 0 0
44 X X X 1 2 3
43 X X X X X 3 2 5 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 7 4 11
40 X X X X X X X X X X X X X X X X X X 9 9 18 85TH %: 41 40 41 M.P.H. 39 X X X X X X X X X X X X X X 5 9 14
38 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 50TH %: 37 36 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 9 11 20
36 X X X X X X X X X X X X X X X X X X X X 9 11 20 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 13 6 19 *
34 X X X X X X X X X X 6 4 10 * 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X X 5 7 12 *
32 X X X X X X X X X X X X X X 7 7 14 P % IN PACE: 79% 75% 77% 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 3 6 9 C % OVER PACE: 18% 14% 16%
29 X X X 0 3 3 E
28 0 0 0 * % UNDER PACE: 4% 11% 7%
27 X X X 0 3 3 *
26 0 0 0 * ARITHMETIC MEAN: 37 36 37 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 19 21 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: 0.17 0.20 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.45 0.30 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
108 107 215

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Page 143 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 10:13AM 11:27AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BARRANCA AVE AND GRAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 608 CIENEGA 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 THIS STREET SEGMENT TOOK ADDITIONAL TIME
57 0 0 0 TO ATTAIN 100 SAMPLES IN EACH DIRECTION. ROAD SURFACE:
56 0 0 0 IT TOOK ONE HOUR 14 MINUTES.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X X 0 2 2
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 0 2 2
46 X 0 1 1
45 X X X 1 2 3
44 X 1 0 1
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X X X X X X 3 4 7
40 X X X X X X X X X 5 4 9 85TH %: 39 40 39 M.P.H.
39 X X X X X X X X X X X X X 8 5 13
38 X X X X X X X X X X X X X X X X X X X X 6 14 20 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X 7 10 17
36 X X X X X X X X X X X X X X X X X X 9 9 18 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 X X X X 8 14 22 * 34 X X X X X X X X X X X X X X X X X X 10 8 18 * 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 9 5 14 *
32 X X X X X X X X X X X X X X X X X 11 6 17 P % IN PACE: 77% 75% 76% 31 X X X X X X X X X X X 4 7 11 A
30 X X X X X X X X X X X X X X X 8 7 15 C % OVER PACE: 13% 17% 15% 29 X X X X X X X 3 4 7 E
28 X X X X X 3 2 5 * % UNDER PACE: 11% 9% 10%
27 X X 2 0 2 *
26 X X X X X X 3 3 6 * ARITHMETIC MEAN: 35 36 35 M.P.H. 25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: 18 26 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: 0.17 0.23 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.48 0.32 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
104 114 218

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Page 144 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 11:40AM 12:14PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ARROWAY AVE AND IVESCREST AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1364 CIENEGA 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 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 1 1 2
50 X 1 0 1
49 X X X 1 2 3
48 X X X X X X 3 3 6
47 X X X X X X X 3 4 7
46 X X X X X X 2 4 6
45 X X X X X X 1 5 6
44 X X X X X X X X X 4 5 9
43 X X X X X X X X X X X 3 8 11 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X 7 6 13
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 8 8 16 85TH %: 44 45 45 M.P.H. 39 X X X X X X X X X X X X X X X X X X 10 8 18
38 X X X X X X X X X X X X X X X X X X X X X 8 13 21 50TH %: 38 40 39 M.P.H. 37 X X X X X X X X X X X X X X 4 10 14
36 X X X X X X X X X X X X X X X X X X X 14 5 19 15TH %: 33 35 34 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 7 5 12 * 10 MPH PACE: 33 - 42 35 - 44 34 - 43 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 4 6 10 P % IN PACE: 72% 68% 68%
31 X X X 2 1 3 A
30 X X X 3 0 3 C % OVER PACE: 19% 18% 19%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 9% 14% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 40 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 23 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 0.20 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.45 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
105 117 222

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Page 145 of 206 ends

DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 3:45PM 4:08PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WORKMAN AVE AND ROWLAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 635 CITRUS 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 0 0 0
46 0 0 0
45 X X 2 0 2
44 X 1 0 1
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 1 3 4
41 X 1 0 1
40 X X X X 3 1 4 85TH %: 37 37 37 M.P.H.
39 X X X X X X 2 4 6
38 X X X X X X X X X X 6 4 10 50TH %: 33 32 32 M.P.H.
37 X X X X X X X X X X X X X X X X X 5 12 17
36 X X X X X X X X X X X X X X X X X X 11 7 18 15TH %: 28 27 28 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: 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 X X X X 12 10 22 * 32 X X X X X X X X X X X 7 4 11 P % IN PACE: 79% 73% 76% 31 X X X X X X X X X X X X X X X X X X X X X 10 11 21 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 X X 14 14 28 C % OVER PACE: 16% 10% 12% 29 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 E 28 X X X X X X X X X X X X X X 9 5 14 * % UNDER PACE: 4% 17% 13% 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 5 3 8 * ARITHMETIC MEAN: 33 32 32 M.P.H. 25 X X X 1 2 3
24 X X X X 0 4 4 SAMPLE VARIANCE: 18 20 19
23 X 0 1 1
22 X 0 1 1 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.13 0.16 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.40 0.27 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
134 124 258

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Page 146 of 206 ends

DATE: 03/18/21 DAY: Thursday TIME PERIOD: 3:40PM 3:56PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ROWLAND AVE AND PUENTE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 436 CITRUS 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 X 0 1 1
47 X 0 1 1
46 X X X 2 1 3
45 X X 1 1 2
44 X X X 2 1 3
43 X X X X X 1 4 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 2 5 7
41 X X X X X X X X X 4 5 9
40 X X X X X X X X X 1 8 9 85TH %: 39 40 40 M.P.H.
39 X X X X X X X X X 5 4 9
38 X X X X X X X X X X X X X 1 12 13 50TH %: 33 35 34 M.P.H. 37 X X X X X X X X X X 5 5 10
36 X X X X X X X X X X X X X X X 7 8 15 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 X 9 10 19 *
34 X X X X X X X X X X X X X X X X X X X X 12 8 20 * 10 MPH PACE: 27 - 36 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 13 10 23 * 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: 78% 68% 71% 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 12 10 22 C % OVER PACE: 22% 21% 17% 29 X X X X X X X X X 6 3 9 E
28 X X X X X X X X 2 6 8 * % UNDER PACE: 0% 11% 12%
27 X X X X X X X X X 6 3 9 *
26 X X 0 2 2 * ARITHMETIC MEAN: 34 35 35 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: 0.18 0.19 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.43 0.31 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
109 127 236

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Page 147 of 206 ends

DATE: 03/16/21 DAY: Tuesday TIME PERIOD: 3:40PM 3:55PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PUENTE ST AND BADILLO ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 141 CITRUS 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 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X X X X 5 0 5
40 X X X X X X X X 7 1 8 85TH %: 39 36 38 M.P.H.
39 X X X X X X X X X 7 2 9
38 X X X X X X X X X X X X 7 5 12 50TH %: 34 32 33 M.P.H. 37 X X X X X X X X X X X X X 7 6 13
36 X X X X X X X X X X X X X 7 6 13 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 X 10 11 21 * 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: 31 - 40 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 7 10 17 *
32 X X X X X X X X X X X X X X X X X X 7 11 18 P % IN PACE: 70% 80% 74% 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 X X X X X X X X 7 16 23 C % OVER PACE: 7% 3% 11% 29 X X X X X X X X X X 5 5 10 E
28 X X X X X X X X 5 3 8 * % UNDER PACE: 23% 17% 14%
27 X X X X X X X 4 3 7 *
26 X 0 1 1 * ARITHMETIC MEAN: 34 32 33 M.P.H.
25 X X X X X 2 3 5
24 X X X 1 2 3 SAMPLE VARIANCE: 21 20 21
23 X 0 1 1
22 X X X 1 2 3 STANDARD DEVIATION: 5 4 5 M.P.H.
21 X X 0 2 2
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.17 0.10
19 X 0 1 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.43 0.42 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
109 112 221

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Page 148 of 206 ends

DATE: 03/16/21 DAY: Tuesday TIME PERIOD: 3:10PM 3:35PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BADILLO ST AND SAN BERNARDINO RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 483 CITRUS 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 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 25 29 25 M.P.H.
39 0 0 0
38 X 1 0 1 50TH %: 22 20 20 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 17 16 16 M.P.H.
35 0 0 0 *
34 0 0 0 * 10 MPH PACE: 16 - 25 15 - 24 15 - 24 M.P.H.
33 0 0 0 *
32 X 0 1 1 P % IN PACE: 84% 84% 83%
31 X X 1 1 2 A
30 X 0 1 1 C % OVER PACE: 12% 16% 17%
29 X X X 1 2 3 E
28 X X X X 2 2 4 * % UNDER PACE: 4% 0% 0%
27 X X X X 3 1 4 *
26 X X X X X X X X X 5 4 9 * ARITHMETIC MEAN: 21 20 21 M.P.H. 25 X X X X X X X X X X X X X 7 6 13
24 X X X X X X X X X X X X X X X X 13 3 16 SAMPLE VARIANCE: 15 16 16 23 X X X X X X X X X X X X X X X X 10 6 16
22 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 16 9 25 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X X X X X X X 6 9 15
20 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 VARIANCE OF THE MEAN: 0.13 0.13 0.07 19 X X X X X X X X X X X X X X X X X X X X 12 8 20
18 X X X X X X X X X X X X X X X X X X X X 5 15 20 STD. ERROR OF THE MEAN: 0.36 0.36 0.27 M.P.H. 17 X X X X X X X X X X X X X X X X X 7 10 17
16 X X X X X X X X X X X X X X X X 8 8 16
15 X X X X X X X X X X X X X X X X X X X X 5 15 20
113 112 225

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Page 149 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 3:41PM 3:59PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SAN BERNARDINO RD AND COVINA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1033 CITRUS 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 X 1 0 1 ROAD CONDITION:
54 X 0 1 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X 1 2 3
49 X X 1 1 2
48 X X X X 2 2 4
47 X X 0 2 2
46 X X X 0 3 3
45 X X X X 1 3 4
44 X X 2 0 2
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 4 4 8
41 X X X X X X 4 2 6
40 X X X X X X X X X X 3 7 10 85TH %: 41 42 42 M.P.H.
39 X X X X X X X X X X X X X X X X 4 12 16
38 X X X X X X X X X X X X X X X X X X X X 8 12 20 50TH %: 36 38 36 M.P.H. 37 X X X X X X X X X X X X X X X X X 9 8 17
36 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 15TH %: 32 33 33 M.P.H. 35 X X X X X X X X X X X X X X X 9 6 15 *
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: 32 - 41 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 X X X X 10 12 22 * 32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 74% 77% 75% 31 X X X X X X 3 3 6 A
30 X X X X 2 2 4 C % OVER PACE: 14% 21% 17%
29 X X X 3 0 3 E
28 X X X 3 0 3 * % UNDER PACE: 12% 2% 9%
27 X X 2 0 2 *
26 0 0 0 * ARITHMETIC MEAN: 36 38 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 24 26
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 0.23 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.48 0.35 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
106 105 211

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Page 150 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 3:24PM 3:39PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COVINA BLVD AND ARROW HWY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1175 CITRUS 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 0 0 0
47 0 0 0
46 X X X 0 3 3
45 X 0 1 1
44 X X X X 2 2 4
43 X X X X 0 4 4 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 5 2 7
40 X X X X X X X X X 3 6 9 85TH %: 39 41 40 M.P.H.
39 X X X X X X X X X 1 8 9
38 X X X X X X X X X X X X X X X X X 8 9 17 50TH %: 35 36 36 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 X X X 12 13 25 36 X X X X X X X X X X X X X X X X X X X X X 11 10 21 15TH %: 31 28 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 15 7 22 * 34 X X X X X X X X X X 5 5 10 * 10 MPH PACE: 30 - 39 33 - 42 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 12 7 19 *
32 X X X X X X X X 4 4 8 P % IN PACE: 79% 65% 69%
31 X X X X X X X X X X 8 2 10 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 15% 9% 14%
29 X X X X X 1 4 5 E
28 X X X X X X X X X X X X 3 9 12 * % UNDER PACE: 7% 27% 17% 27 X X X X X X X X X X X 3 8 11 *
26 0 0 0 * ARITHMETIC MEAN: 35 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 17 26 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: 0.16 0.23 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.48 0.31 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
103 113 216

CITY OF COVINA
TO

CITRUS AVENUE
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 151 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 2:57PM 3:20PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): FIRCROFT AVE AND CITRUS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 18408 COVINA 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 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 X 1 0 1
49 X X 2 0 2
48 X 1 0 1
47 X X 2 0 2
46 X 1 0 1
45 X 1 0 1
44 X X X X X 4 1 5
43 X X X X X 3 2 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 6 4 10
41 X X X X X X 3 3 6
40 X X X X X X X X X X X X X X X 9 6 15 85TH %: 42 40 41 M.P.H. 39 X X X X X X X X X X X X X X X X X 8 9 17
38 X X X X X X X X X X X X X X X X X X 6 12 18 50TH %: 36 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 X 7 16 23 36 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 15TH %: 33 33 33 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 14 11 25 * 34 X X X X X X X X X X X X X X X X 9 7 16 * 10 MPH PACE: 33 - 42 32 - 41 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X X 10 6 16 *
32 X X X X X X X X 3 5 8 P % IN PACE: 72% 84% 77%
31 X X X X X X X 4 3 7 A
30 X X X X X X 4 2 6 C % OVER PACE: 14% 8% 9%
29 X X X 1 2 3 E
28 X 0 1 1 * % UNDER PACE: 14% 8% 13%
27 X X 1 1 2 *
26 X X 2 0 2 * ARITHMETIC MEAN: 37 36 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 14 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 0.14 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.37 0.31 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
111 106 217

CITY OF COVINA
TO

COVINA BOULEVARD
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 152 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 2:27PM 2:51PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CITRUS AVE AND GRAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 543 COVINA 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 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X X 1 1 2
51 0 0 0
50 X X X X X X 5 1 6
49 X X X 0 3 3
48 X X X 0 3 3
47 X X 1 1 2
46 X X 2 0 2
45 X X X X X X X 4 3 7
44 X X X X X X X X X X X X X X 6 8 14
43 X X X X X X X X X X 4 6 10 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X 9 6 15
41 X X X X X X X X X X X X X 7 6 13
40 X X X X X X X X X X X X X X X X X X X X X 10 11 21 85TH %: 44 44 44 M.P.H. 39 X X X X X X X X X X X X X X X X 6 10 16
38 X X X X X X X X X X X X X X X X X X X X 8 12 20 50TH %: 39 39 39 M.P.H. 37 X X X X X X X X X X X 9 2 11
36 X X X X X X X X X X X X X X 7 7 14 15TH %: 33 34 34 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 4 6 10 * 10 MPH PACE: 35 - 44 35 - 44 35 - 44 M.P.H. 33 X X X X X X 3 3 6 *
32 X X X X X X 4 2 6 P % IN PACE: 68% 72% 70%
31 X X X X X X X X X 7 2 9 A
30 X X X X X X 3 3 6 C % OVER PACE: 13% 13% 13%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 19% 16% 18%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 40 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 25 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: 0.26 0.25 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.50 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
109 102 211

CITY OF COVINA
TO

COVINA BOULEVARD
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 153 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 1:59PM 2:23PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GRAND AVE AND RIMHURST AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: COVINA BLVD/CALMGROVE AVE
63 0 0 0
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 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 X X 1 1 2
51 X 1 0 1
50 X X X X X 2 3 5
49 X X X 2 1 3
48 X X X X 4 0 4
47 X X X X X X 5 1 6
46 X X X X X 4 1 5
45 X X X X X 5 0 5
44 X X X X X X X X X X X 6 5 11
43 X X X X X X X X X X X X X X X X 9 7 16 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 5 5 10
40 X X X X X X X X X X X X X X X X X X X X X 14 7 21 85TH %: 46 43 45 M.P.H. 39 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 38 X X X X X X X X X X X X X X X X X X 9 9 18 50TH %: 40 38 39 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 6 8 14 15TH %: 34 33 34 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 6 8 14 * 10 MPH PACE: 38 - 47 32 - 41 34 - 43 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 X 3 10 13 P % IN PACE: 63% 72% 66% 31 X X X 3 0 3 A
30 X X X 1 2 3 C % OVER PACE: 11% 24% 21%
29 X 0 1 1 E
28 X X X 2 1 3 * % UNDER PACE: 26% 4% 13%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 39 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 31 30 31
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.29 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.54 0.38 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
114 104 218

CITY OF COVINA
TO

COVINA BOULEVARD
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 154 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 1:21PM 1:54PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BONNIE COVE AND SUNFLOWER AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1848 COVINA BLVD
63 0 0 0
62 X 1 0 1
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 1 0 1
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X 0 1 1 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X X 2 0 2
51 0 0 0
50 X X X X 1 3 4
49 X X X X 1 3 4
48 X X X X X X X X X X 5 5 10
47 X X X X X X X 2 5 7
46 X X X X X X X X X X X X 6 6 12
45 X X X X X X X 2 5 7
44 X X X X X X X X X X X 4 7 11
43 X X X X X X X X X X X X X X X X X X X X X 12 9 21 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X X X X X X X X 8 15 23 41 X X X X X X X X X X X X X X X X 8 8 16
40 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 85TH %: 45 47 46 M.P.H. 39 X X X X X X X X X X X X 9 3 12
38 X X X X X X X X X X X X X X X 12 3 15 50TH %: 39 42 40 M.P.H. 37 X X X X X X X X X X X X X X 10 4 14
36 X X X X X X X X X X 7 3 10 15TH %: 34 35 34 M.P.H.
35 X X X X X X X X X X X X X X X 9 6 15 *
34 X X X X X X X X X X 8 2 10 * 10 MPH PACE: 34 - 43 40 - 49 35 - 44 M.P.H. 33 X X X X X X X X X X X 8 3 11 *
32 X X X X X X 5 1 6 P % IN PACE: 67% 68% 64%
31 X X X 2 1 3 A
30 X X 1 1 2 C % OVER PACE: 19% 5% 21%
29 X X X 1 2 3 E
28 X 1 0 1 * % UNDER PACE: 14% 28% 15%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 40 42 40 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 35 28 34
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.27 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.52 0.37 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
144 105 249

CITY OF COVINA
TO

COVINA BOULEVARD
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 155 of 206 ends

DATE: 09/14/21 DAY: Tuesday TIME PERIOD: 10:08AM 11:55AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GRAND AVE AND RANCHO LA CARLOTA RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1465 COVINA HILLS RD
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 THIS STREET SEGMENT TOOK ADDITIONAL TIME
57 0 0 0 TO COLLECT 100 SAMPLES IN EACH DIRECTION. ROAD SURFACE:
56 0 0 0 IT TOOK ONE HOUR 47 MINUTES.
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X X 0 2 2
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X X 1 1 2
45 X X X 1 2 3
44 X X X X X X 2 4 6
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X X X 4 5 9
41 X X X X 2 2 4
40 X X X X X X X X X X X 8 3 11 85TH %: 40 41 40 M.P.H. 39 X X X X X X X X X 5 4 9
38 X X X X X X X X X 5 4 9 50TH %: 35 34 34 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 X X X 8 6 14 15TH %: 30 29 30 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 X X X X X 10 9 19 * 10 MPH PACE: 31 - 40 29 - 38 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X 9 7 16 *
32 X X X X X X X X X X X X X X X 4 11 15 P % IN PACE: 72% 71% 69% 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 X X X X X X X X 8 6 14 C % OVER PACE: 12% 23% 20% 29 X X X X X X X X X 0 9 9 E
28 X X X 1 2 3 * % UNDER PACE: 16% 6% 12%
27 X X 2 0 2 *
26 X X 1 1 2 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 X X X X X 3 2 5
24 X X 1 1 2 SAMPLE VARIANCE: 22 30 26
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 0.30 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.55 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF COVINA
TO

COVINA HILLS ROAD

Page 156 of 206 ends

DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 10:48AM 11:12AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LEAF AVE AND HOLLENBECK AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: HOMEREST AVE/CYPRESS ST
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 X 0 1 1 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X X 1 3 4
50 X X X 0 3 3
49 X X X 0 3 3
48 X X X X X X X 1 6 7
47 X X 1 1 2
46 X X X X X 2 3 5
45 X X X X X X 2 4 6
44 X X X X X X X X X 4 5 9
43 X X X X X X X X X X X X 9 3 12 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 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 8 5 13
40 X X X X X X X X X X X X X X X X X X X X X 10 11 21 85TH %: 43 48 45 M.P.H. 39 X X X X X X X X X X X X X X X X X X X 9 10 19
38 X X X X X X X X X X X X X X X X X X X 15 4 19 50TH %: 38 40 39 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 X X 8 8 16 15TH %: 35 35 35 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 5 7 12 * 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X 3 2 5 P % IN PACE: 79% 65% 72%
31 X 1 0 1 A
30 X X X 3 0 3 C % OVER PACE: 11% 29% 20%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 10% 6% 8%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 39 41 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 36 28
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 4 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.34 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.58 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
105 107 212

CITY OF COVINA
TO

CYPRESS STREET
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 157 of 206 ends

DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 11:17AM 11:42AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): HOLLENBECK AVE AND CITRUS AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 280 CYPRESS 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 X 0 1 1
57 0 0 0 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 X 0 1 1
51 X X 1 1 2
50 X X 1 1 2
49 X X 1 1 2
48 X 1 0 1
47 X X 1 1 2
46 X X 0 2 2
45 X X X X 3 1 4
44 X X X X X 3 2 5
43 X X X X X X X X X X X X X X X X 8 8 16 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 X 6 3 9
40 X X X X X X X X X X X X X X 7 7 14 85TH %: 43 43 43 M.P.H. 39 X X X X X X X X X X X X X X X X X 10 7 17
38 X X X X X X X X X X X X X X X X 9 7 16 50TH %: 39 37 38 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 X X X 12 13 25 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 X 10 15 25 15TH %: 35 35 35 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 9 12 21 *
34 X X X 2 1 3 * 10 MPH PACE: 35 - 44 35 - 44 35 - 44 M.P.H. 33 X X X X X X X X 2 6 8 *
32 X X X 2 1 3 P % IN PACE: 81% 77% 79%
31 X X X X X 1 4 5 A
30 X X X 2 1 3 C % OVER PACE: 9% 9% 9%
29 X X 1 1 2 E
28 X 1 0 1 * % UNDER PACE: 11% 14% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 38 39 M.P.H.
25 0 0 0
24 X 0 1 1 SAMPLE VARIANCE: 21 25 23
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: 0.20 0.24 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.49 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
104 105 209

CITY OF COVINA
TO

CYPRESS STREET
CARLOS

PARTLY SUNNY
DRY
FAIR
RADAR

Page 158 of 206 ends

DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 11:45AM 12:13PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CITRUS AVE AND BARRANCA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 348 CYPRESS ST
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 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 X X 1 1 2
46 0 0 0
45 X X 1 1 2
44 X X X X 1 3 4
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 3 1 4
41 X X X X X X X 3 4 7
40 X X X X 0 4 4 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X 8 2 10
38 X X X X X X X X X X 4 6 10 50TH %: 35 34 34 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 X X X 12 7 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 12 8 20 *
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 X X X X 13 19 32 * 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 X 9 14 23 * 32 X X X X X X X X X X X X 8 4 12 P % IN PACE: 75% 79% 77% 31 X X X X X X X X X X X X X X X X X 7 10 17 A
30 X X X X X X X X X 2 7 9 C % OVER PACE: 12% 15% 14%
29 X X X X X 4 1 5 E
28 X X X X 1 3 4 * % UNDER PACE: 12% 6% 9%
27 X X X X X 4 1 5 *
26 0 0 0 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 X 0 1 1
24 X X 2 0 2 SAMPLE VARIANCE: 30 17 23
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 X X 2 0 2 VARIANCE OF THE MEAN: 0.29 0.16 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.40 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
105 106 211

CITY OF COVINA
TO

CYPRESS STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 159 of 206 ends

DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 12:15PM 12:42PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BARRANCA AVE AND GRAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 559 CYPRESS 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 X 1 0 1
57 X 1 0 1 ROAD SURFACE:
56 X 1 0 1
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X X 2 1 3
48 X 1 0 1
47 X X X X 1 3 4
46 X X X X X X 4 2 6
45 X X 1 1 2
44 X X X X X X X X 3 5 8
43 X X X X X X X X X 5 4 9 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 5 5 10
41 X X X X X X X X X X X X X X X X 8 8 16
40 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 9 16 25 85TH %: 43 42 43 M.P.H. 39 X X X X X X X X X 2 7 9
38 X X X X X X X X X X X X X X X X X X X X X X X 13 10 23 50TH %: 38 38 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 X X X X 10 6 16 15TH %: 34 33 33 M.P.H. 35 X X X X X X X X X X X X X 9 4 13 *
34 X X X X X X X X X X X X 6 6 12 * 10 MPH PACE: 34 - 43 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X 5 6 11 *
32 X X X X X X X X 3 5 8 P % IN PACE: 71% 72% 72%
31 X X X X X X 3 3 6 A
30 X X 0 2 2 C % OVER PACE: 15% 15% 18%
29 X 0 1 1 E
28 X 1 0 1 * % UNDER PACE: 13% 13% 11%
27 X X X 1 2 3 *
26 0 0 0 * ARITHMETIC MEAN: 39 38 38 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 33 21 27
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: 0.31 0.20 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.45 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
105 104 209

CITY OF COVINA
TO

CYPRESS STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 160 of 206 ends

DATE: 03/23/21 DAY: Tuesday TIME PERIOD: 12:47PM 1:10PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GRAND AVE AND GLENDORA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1018 CYPRESS 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 X 1 0 1 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 X X X X X 3 3 6
46 0 0 0
45 X X X X X X X 4 3 7
44 X X 0 2 2
43 X X X X 3 1 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X 7 9 16
41 X X X X X X X X X X 4 6 10
40 X X X X X X X X X X X X 6 6 12 85TH %: 42 42 42 M.P.H. 39 X X X X X X X X X X X X X 8 5 13
38 X X X X X X X X X X X X X X 9 5 14 50TH %: 36 36 36 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 X X X X X X X 7 17 24 15TH %: 31 31 31 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 X X X 7 5 12 * 10 MPH PACE: 30 - 39 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X 7 5 12 *
32 X X X X X X X X X X X X X X 6 8 14 P % IN PACE: 69% 65% 66% 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 7 4 11 C % OVER PACE: 26% 10% 10% 29 X X X 1 2 3 E
28 X X 0 2 2 * % UNDER PACE: 5% 24% 24%
27 X X X 1 2 3 *
26 X 0 1 1 * ARITHMETIC MEAN: 36 36 36 M.P.H.
25 X X X 3 0 3
24 0 0 0 SAMPLE VARIANCE: 26 30 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X 0 2 2
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.28 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.53 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
106 107 213

CITY OF COVINA
TO

CYPRESS STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 161 of 206 ends

DATE: 03/25/21 DAY: Thursday TIME PERIOD: 11:43AM 12:15PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GLENDORA AVE AND BONNIE COVE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1330 CYPRESS 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 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X X 2 2 4
50 X X X 2 1 3
49 X X 0 2 2
48 X X 1 1 2
47 X X X X 0 4 4
46 X X X X X X X X X X 3 7 10
45 X X X X X X X X X 2 7 9
44 X X X X X X X X X X X X X 6 7 13
43 X X X X X X X X X X X X 1 11 12 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X X X 9 9 18
41 X X X X X X X X X X X 4 7 11
40 X X X X X X X X X X X X X X X X 9 7 16 85TH %: 44 46 45 M.P.H. 39 X X X X X X X X X X X X X X X 3 12 15
38 X X X X X X X X X X X X X 7 6 13 50TH %: 37 41 39 M.P.H. 37 X X X X X X X X X X X X X X 10 4 14
36 X X X X X 4 1 5 15TH %: 32 35 34 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 7 6 13 * 10 MPH PACE: 33 - 42 38 - 47 35 - 44 M.P.H. 33 X X X X X X X X X 7 2 9 *
32 X X X X X X X X 5 3 8 P % IN PACE: 68% 67% 63%
31 X X X X X X X X 5 3 8 A
30 X X X X 3 1 4 C % OVER PACE: 17% 7% 17%
29 X 1 0 1 E
28 X 1 0 1 * % UNDER PACE: 16% 26% 21%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 38 41 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 26 29
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: 0.27 0.23 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.47 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
103 115 218

CITY OF COVINA
TO

CYPRESS STREET
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 162 of 206 ends

DATE: 03/24/21 DAY: Wednesday TIME PERIOD: 3:42PM 4:08PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BONNIE COVE AVE AND SUNFLOWER AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: REEDER AVE/CYPRESS 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 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X X 0 2 2
50 X X 1 1 2
49 X X 1 1 2
48 X X X 1 2 3
47 X X X 2 1 3
46 X X X X X 1 4 5
45 X 1 0 1
44 X X X X X X X X X X 4 6 10
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 X 8 6 14
41 X X X X X 3 2 5
40 X X X X X X X X X X X X X 5 8 13 85TH %: 42 44 42 M.P.H. 39 X X X X X X X X X X X X X X X X 6 10 16
38 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 50TH %: 36 38 37 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 X X X X X 10 9 19 15TH %: 31 33 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 11 8 19 *
34 X X X X X X X X X X X X X 7 6 13 * 10 MPH PACE: 31 - 40 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 10 8 18 *
32 X X X X X X X X X X 6 4 10 P % IN PACE: 71% 71% 71%
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 5 1 6 C % OVER PACE: 19% 28% 23%
29 X X X 3 0 3 E
28 X 1 0 1 * % UNDER PACE: 10% 1% 6%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 37 39 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 28 29
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 0.27 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.52 0.35 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
125 105 230

CITY OF COVINA
TO

CYPRESS STREET
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 163 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 1:47PM 2:19PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PUENTE ST AND RUDDOCK ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: SONRISE CHRISTIAN SCHOOL
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 X 1 0 1
49 X X 0 2 2
48 X 1 0 1
47 X X X 3 0 3
46 X X X X X X X 6 1 7
45 X X X X 4 0 4
44 X X X X X X X 1 6 7
43 X X X X X 4 1 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X 4 5 9
41 X X X X X X X X X X X 2 9 11
40 X X X X X X X X X X X X X X X X X X X 4 15 19 85TH %: 43 41 42 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X 16 5 21
38 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 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 9 8 17
36 X X X X X X X X X X X X X X 9 5 14 15TH %: 33 32 32 M.P.H. 35 X X X X X X X X X X X X X X X X 8 8 16 *
34 X X X X X X X X X X 4 6 10 * 10 MPH PACE: 34 - 43 32 - 41 32 - 41 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 3 7 10 P % IN PACE: 69% 73% 70%
31 X X X X 4 0 4 A
30 X X X X 2 2 4 C % OVER PACE: 15% 15% 19%
29 X X X X X X 0 6 6 E
28 X X X 3 0 3 * % UNDER PACE: 16% 12% 12%
27 X X X 2 1 3 *
26 X X X 0 3 3 * ARITHMETIC MEAN: 38 37 38 M.P.H.
25 X X 1 1 2
24 0 0 0 SAMPLE VARIANCE: 25 28 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: 0.24 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
107 107 214

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TO

GLENDORA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 164 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 1:19PM 1:44PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RUDDOCK ST AND CYPRESS ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 821 GLENDORA AVE
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 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 X 0 1 1
49 0 0 0
48 X 1 0 1
47 X 0 1 1
46 0 0 0
45 X X 1 1 2
44 X X X X 2 2 4
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 8 0 8
41 X X X X 2 2 4
40 X X X X X X X X 5 3 8 85TH %: 40 39 40 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 4 4 8 50TH %: 35 34 34 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 4 9 13 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 12 5 17 *
34 X X X X X X X X X X X X X 5 8 13 * 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 6 8 14 *
32 X X X X X X X X X X X X X X X X X X X X X 9 12 21 P % IN PACE: 65% 69% 67% 31 X X X X X X X X X X X 4 7 11 A
30 X X X X X X X X X X X X X 8 5 13 C % OVER PACE: 19% 13% 16% 29 X X X X X 1 4 5 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 15% 18% 17%
27 X X X X X X X X X X X X 7 5 12 *
26 X X 1 1 2 * ARITHMETIC MEAN: 35 34 35 M.P.H.
25 X 1 0 1
24 X X X X 0 4 4 SAMPLE VARIANCE: 25 39 32
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 X 0 1 1 VARIANCE OF THE MEAN: 0.24 0.37 0.15
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.61 0.39 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
104 105 209

CITY OF COVINA
TO

GLENDORA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 165 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 12:50PM 1:15PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): CYPRESS ST AND COVINA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1030 GLENDORA 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 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 X 1 0 1
50 0 0 0
49 X X 2 0 2
48 X 0 1 1
47 X 1 0 1
46 X X 1 1 2
45 X X X X X 2 3 5
44 X X X X X X X X X 2 7 9
43 X X X X X 2 3 5 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 X X X 10 7 17
40 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 85TH %: 42 42 42 M.P.H. 39 X X X X X X X X X X X X X X X X X X 10 8 18
38 X X X X X X X X X X X X X X X X X X 8 10 18 50TH %: 38 37 38 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 X X X X 10 16 26 36 X X X X X X X X X X X X X X X X 7 9 16 15TH %: 33 32 32 M.P.H. 35 X X X X X X X X X X X X X 10 3 13 *
34 X X X X X X X X X X 3 7 10 * 10 MPH PACE: 34 - 43 32 - 41 33 - 42 M.P.H. 33 X X X X X X X 1 6 7 *
32 X X X X X X X X 2 6 8 P % IN PACE: 74% 71% 71%
31 X X X X X X X X 2 6 8 A
30 X X X X X X 2 4 6 C % OVER PACE: 11% 17% 13%
29 X X X X X 3 2 5 E
28 X X X X X 5 0 5 * % UNDER PACE: 15% 13% 16%
27 X X X 0 3 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 38 37 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 22 26
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: 0.28 0.19 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.43 0.34 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
104 119 223

CITY OF COVINA
TO

GLENDORA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 166 of 206 ends

DATE: 03/04/21 DAY: Thursday TIME PERIOD: 12:21PM 12:47PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): COVINA BLVD AND CIENEGA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1152 GLENDORA 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 THE SPED LIMIT IN THE MUNICIPAL CODE
57 0 0 0 IS 35 MPH 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 X 1 0 1
50 0 0 0
49 0 0 0
48 X X X 1 2 3
47 X X X 2 1 3
46 X X X 1 2 3
45 X X X X X 3 2 5
44 X X X 1 2 3
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 5 7 12
41 X X X X X X X X X X 5 5 10
40 X X X X X X X X X X X X 5 7 12 85TH %: 42 42 42 M.P.H. 39 X X X X X X X X X X X X X X X X X 12 5 17
38 X X X X X X X X X X X X X X X X X X X 9 10 19 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X 10 6 16
36 X X X X X X X X X X X X X X X X X X 11 7 18 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X 7 5 12 *
34 X X X X X X X X X X X X X X 7 7 14 * 10 MPH PACE: 31 - 40 32 - 41 31 - 40 M.P.H. 33 X X X X X X X X X X X X 7 5 12 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 76% 62% 69% 31 X X X X X X X X X X X X X 9 4 13 A
30 X X X X X X 2 4 6 C % OVER PACE: 20% 20% 22%
29 X X X X 0 4 4 E
28 X X X X 1 3 4 * % UNDER PACE: 4% 18% 9%
27 X X X 1 2 3 *
26 X 0 1 1 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 X 0 1 1 SAMPLE VARIANCE: 21 31 26
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: 0.18 0.30 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.55 0.34 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
113 105 218

CITY OF COVINA
TO

GLENDORA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR

Page 167 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 12:07PM 12:18PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WALNUT CREEEK RD AND PUENTE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: GRAND AVE/NAVILLA PL
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 1 0 1
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 1 0 1
46 X X X 3 0 3
45 X X X X X 1 4 5
44 X X X X 1 3 4
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 4 6 10
41 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 40 X X X X X X X X X X X X X X X X 8 8 16 85TH %: 41 42 41 M.P.H. 39 X X X X X X X X X X X X X X X X X 13 4 17
38 X X X X X X X X X X X X X X X X 10 6 16 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 9 10 19
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 X X 12 14 26 15TH %: 32 33 33 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 11 7 18 * 10 MPH PACE: 32 - 41 32 - 41 32 - 41 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 11 10 21 * 32 X X X X X X X X X X X X X X X X 8 8 16 P % IN PACE: 77% 80% 79% 31 X X X X X X X X 6 2 8 A
30 X X X X 3 1 4 C % OVER PACE: 13% 16% 14%
29 X 0 1 1 E
28 X X 2 0 2 * % UNDER PACE: 10% 4% 7%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 21 16 18
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: 0.17 0.15 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.38 0.28 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
124 105 229

CITY OF COVINA
TO

GRAND AVENUE
CARLOS

PARTLY CLOUD
DRY
FAIR
RADAR

Page 168 of 206 ends

DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 12:21PM 12:33PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PUENTE ST AND SAN BERNARDINO RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: CASA DE REFUGIO CHRISTIAN CHURCH 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 X X 2 0 2
50 X 1 0 1
49 0 0 0
48 X X X X X 2 3 5
47 X X 1 1 2
46 X X X X X X 2 4 6
45 X X X X X 3 2 5
44 X X X X X X X X 3 5 8
43 X X X X X X 4 2 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X 7 5 12
41 X X X 1 2 3
40 X X X X X X X 2 5 7 85TH %: 43 42 43 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 7 2 9 50TH %: 36 36 36 M.P.H.
37 X X X X X X X X X X X X X X X X X X X 9 10 19
36 X X X X X X X X X X X X X X X X X X X X X 8 13 21 15TH %: 31 30 31 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 X X X X X X X 11 10 21 * 10 MPH PACE: 31 - 40 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 11 6 17 *
32 X X X X X X X X X X 3 7 10 P % IN PACE: 70% 70% 70%
31 X X X X X X X X X X X X X X X X X X X 11 8 19 A
30 X X X X X X X X X X X X X X 1 13 14 C % OVER PACE: 23% 25% 25% 29 X X X X X X 4 2 6 E
28 X X X X X 2 3 5 * % UNDER PACE: 7% 4% 5%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 37 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 27 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: 0.25 0.23 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.48 0.35 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
113 115 228

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DATE: 03/09/21 DAY: Tuesday TIME PERIOD: 12:45PM 12:58PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SAN BERNARDINO RD AND COVINA BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: GRAND AVE PLAZA PARKING LOT 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 0 1 1
48 X 0 1 1
47 X 0 1 1
46 X X X 3 0 3
45 X X X 3 0 3
44 X X X X X X X X 4 4 8
43 X X X X X 4 1 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 4 4 8
41 X X X X X X X X X X 5 5 10
40 X X X X X X X X X X X X X X X X X X X X 7 13 20 85TH %: 42 41 41 M.P.H. 39 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
38 X X X X X X X X X X X X X X 6 8 14 50TH %: 36 37 36 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 8 4 12 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 10 8 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 X 9 15 24 * 10 MPH PACE: 32 - 41 31 - 40 31 - 40 M.P.H. 33 X X X X X X X 6 1 7 *
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: 69% 75% 71% 31 X X X X X X X X X X X 4 7 11 A
30 X X X X X X 5 1 6 C % OVER PACE: 16% 16% 18%
29 X X X X X X 2 4 6 E
28 X X X X X X X 5 2 7 * % UNDER PACE: 16% 9% 11%
27 X X X X X 2 3 5 *
26 0 0 0 * ARITHMETIC MEAN: 36 36 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 22 22
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: 0.20 0.20 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.45 0.32 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
116 107 223

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Covina City CouncilDecember 6, 2022

Covina City Council
December 6, 2022