Agenda packet — Bell Gardens City Council, March 23, 2026 (part 2 of 5)

Ordinance No. 961

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BELL GARDENS DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. The Recitals set forth above are true and correct and incorporated into this Ordinance.

SECTION 2. Pursuant to California Vehicle Code Section 40802(c)(2)(B)(II), as amended by Assembly Bill 43, the City Council hereby recertifies and extends the validity of the 2015 Citywide Supplemental Speed Survey, as no significant changes in the roadway and traffic conditions have occurred. This recertification shall remain in effect through October 12, 2029.

SECTION 3. Section 13.08.020 (Citywide speed survey) of Chapter 13.08 (Speed Limits) of Title 13 (Vehicles and Traffic) of the Bell Gardens Municipal Code, adopted on November 9, 2015, is hereby amended in its entirety to read as follows:

13.08.020 Citywide speed survey.

This chapter is adopted in its current form as supported by the 2015 Supplemental Speed Survey report in accordance with the California Vehicle Code. Pursuant to the California Vehicle Code, including Section 40802(c)(2)(B)(II) as amended by Assembly Bill 43, the 2015 Supplemental Speed Survey is hereby recertified and shall remain valid through October 12, 2029.

SECTION 4. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the invalidity of the remaining portion of this Ordinance. The City Council hereby declares that it would have adopted this Ordinance, and each section, subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivisions, sentences, clauses, phrases, or portions might subsequently be declared invalid or unconstitutional.

SECTION 5. The City Clerk shall certify to the passage and adoption of this Ordinance, causing it to be posted as required by law, and it shall be effective thirty (30) days after its adoption.
[Signatures on the following page]
2 of 3

Page 148 of 577 ends

Ordinance No. 961
PASSED, APPROVED, AND ADOPTED this day of , 2025.

THE CITY OF BELL GARDENS
Marco Barcena, Mayor
APPROVED AS TO FORM: ATTEST:

Stephanie Vasquez
City Attorney
Daisy Gomez
City Clerk
I, , City Clerk of the City of Bell Gardens, hereby CERTIFY that Ordinance No. _ was introduced and placed upon its first reading at a regular meeting of the Bell Gardens City Council held on , and that thereafter said ordinance was duly adopted at a regular meeting of the Bell Gardens City Council held on and was approved and passed by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
3 of 3
Daisy Gomez, City Clerk

Page 149 of 577 ends

Ki Beum Kim, P.E., T.E. Date.

Traffic Engineer
TR 2613
Supplemental Speed Survey
Prepared for:

CITY OF BELL GARDNES, CALIFORNIA
PREPARED BY:

INFRASTRUCTURE

ENGINEERS
1815 E. Heim Avenue, Suite 100
Orange, CA 92865
(714) 940-0100
Project No. 6027.194
Date: October 12, 2015
Dennis D. Barnes, MSCE, P.E., T.E. —TR-1171
Principal Engineer/City Traffic Engineer Municipal Services

EXTENSION OF EXISTING ENGINEF ,RING AND TRAFFIC SURVEY
FOR SPEED LIMITS TO TEN (10) YEARS - OCTOBER 12, 2025
4/20/20
Date

Page 150 of 577 ends

October 10, 2025
Bernardo Iniguez
Director of Public Works/Facilities
City of Bell Gardens
8327 Garfield Avenue
Bell Gardens, Ca 90201
RE: Engineering and Traffic Survey Evaluation of Existing 2015 Citywide Speed Survey Dated 10-12-15 and Recommended Extension of the 2015 Citywide Supplemental Engineering and Traffic Survey to Fourteen Years — October 12, 2029
Dear Mr. Iniguez:

In response to your request, I have reviewed the existing roadway and traffic conditions on each section of highway as listed in the 2015 Citywide Speed Zone Survey report. I certify that no significant changes in the roadway and traffic conditions have occurred per California Vehicle Code Section 40802 (c) II and the passage of AB 43. This certification allows the City of Cypress to extend the 2015 Citywide Speed Zone Survey report for fourteen years until 2029 based on the new provisions in AB 43.

The California Vehicle Code allows an Engineering and Traffic Survey (E&T) for Speed Limits to remain valid under certain circumstances and be extended to fourteen years, providing no significant changes in roadway and traffic conditions have occurred on any of the roadway segments.

Should you have any questions or comments, please do not hesitate to contact me by phone at 714-982-5044, or email at dennis.barnes •Pbowman.com.

Respectfully submitted,
Bowman,
Denn s I/3am
DENNIS D. BARNES, MSCE, PE, TE
Senior Project Manager - Transportation I BOWMAN
3060 Saturn Street, Suite 250, Brea, CA 92821
O: (714) 940-0100 I D: (714) 982-5044
Cell: (949) 584-2963
[email protected] I bowman.com
Attachment: Updated Cover Sheet for Extension of 2015 Supplemental Speed Survey to 2029 3060 Saturn Street, Suite 250, Brea, California 92821
714.940.0100
bowman.com

Page 151 of 577 ends

Supplemental Speed Survey
Prepared for:

CITY OF BELL GARDENS, CALIFORNIA.

Date.

Ki Beum Kim, P.E., T.E.

Traffic Engineer
TR 2613
PREPARED BY:

INFRASTRUCTURE

ENGINEERS
1815 E. Heim Avenue, Suite 100
Orange, CA 92865
(714) 940-0100
Project No. 6027.194
is Date: October 12, 2015
Dennis D. Barnes, MSCE, P.E., T.E. —TR-1171
Principal Engineer/City Traffic Engineer Municipal Services

EXTENSION OF EXISTING ENGINEERING AND TRAFFIC SURVEY
FOR SPEED LIMITS TO TEN (10) YEARS - OCTOBER 12, 2025
4/20
Date
20 Exhibit 2 346

Page 152 of 577 ends

INFRASTRUCTURE

ENGINEERS
3060 Saturn Street, Suite 250
Brea, CA 92821
Tel.: (714) 940-0100
Fax: (714) 940-0700
www.infrastructure-engineers.com
April 20, 2020
Ms. Chau Vu
Director of Public Works
City of Bell Gardens
8327 Garfield Avenue
Bell Gardens, CA 90201
RE: Engineering and Traffic Survey Evaluation of Existing 2015 Citywide Speed Survey - Recommended Extension of 2015 Supplemental Engineering and Traffic Survey to Ten Years — October 12, 2025
Dear Ms. Chau Vu:

In response to your request, I have personally reviewed the existing roadway and traffic conditions on each section of highway as listed in the 2015 Citywide Supplemental Speed Zone Survey report. I certify that no significant changes in the roadway and traffic conditions have occurred per California Vehicle Code Section 40802 (c) II. This certification allows the City of BeII Gardens to extend the 2015 Supplemental Citywide Speed Zone Survey report for ten years until 2025.

The California Vehicle Code Section 40802 allows an Engineering and Traffic Survey (E&T) for Speed Limits to remain valid under certain circumstances and be extended to ten years providing that no significant changes in roadway and traffic conditions have occurred on any of the roadway segments.

Should you have any questions or comments, please do not hesitate to contact me by phone at (714) 940-0100, or email at dbarnes(e�infengr.com.

Respectfully submitted,
Infrastructure Engineers
Dennis D. Barnes, MSCE, P.E., T.E.

Principal Engineer/City Traffic Engineer
Municipal Services
Attachments: Updated Cover Sheet for Extension of 2015 Supplemental Speed Survey to 2025 Exhibit 3 347

Page 153 of 577 ends

uo,omumo,uiuomuioo umomuiouoiiuiiiuomuiou iio;omuiooi;iiu;o,omumo,uiuomuioo umomuiouoiiuiiiuomuiou iio;omuiooi;iiu;o,omumo,uiuomuioo umomuiouoiiuiiiuomuiou iio;omuiooi;iiu;o,omumo,uo;omuioo umomuiouoiiuiiiuomuiou iio;omuiooi;iiu;o,omumo,uo;omuioo umomuiouoiiuiouomuiou iio;omuiooi;io,;;o;omumo,uo;omuioo umomuiouoiiuiouomuiou iio;omuiooi;io,;;o;omumo,uo;omuioo umomuiouoiiuiouomuiou iiou upple ental peed urvey
Prepared for:

CITY OF BELL GARDNES, CALIFORNIA
PREPARED BY:

INFRASTRUCTURE

ENGINEERS
1815 E. Heim Avenue, Suite 100
Orange, CA 92865
(714) 940-0100
Project No. 6027.194
Date: October 12, 2015
Ki Beum Kim, P.E., T.E.

Traffic Engineer
TR 2613
Date
umumuomiuiuumumicmuumumummuirumumuuummumumu muumuomiuiuumumicmuumumummuirumumuuummumumu muumuomiuiuumumicmuumumummuirumumuuummumumu mrumuomiuummumicmuumumumuoorumumuuummumumu mrumuomiuummumicmuumumumuo;irumumuuummumummmrumuomiuummumicmuumumumumirumumuuummumummmrumuomiuummumicmuumumumumirumumuuua Exhibit 5 352

Page 154 of 577 ends

City of Bell Gardens
Supplemental Speed Survey— October 2015

TABLE OF CONTENTS
SUMMARY 1
BACKGROUND 1
SPEED SURVEY DATA 8
Procedures Used for the Speed Survey Program 8
Roadway Conditions 10
Speed Limit Posting 10
RESULTS OF THE SURVEYS AND RECOMMENDATIONS 11
Table 1 Speed Survey Summary 12
Table 2 Survey supports current posted speed limit - NO CHANGE 13 Table 3 Survey speeds differ from posted speed - Speed limit can be JUSTIFIED 14 Appendix 'A' Engineering and Traffic Survey Sheets A
Appendix 'B' Speed Survey Field Data Sheets B
Exhibit 5 INFRAbTIRLiill LIRE. 353
v#7"ENGINEERS Page 155 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015

CITY OF BELL GARDENS

SPEED LIMIT ANALYSIS

SUMMARY
This report documents the results of an engineering and traffic survey conducted to update the speed limits of certain streets within the City of Bell Gardens arterial and collector street network_ The study will verify, increase or decrease existing speed limits within existing city boundaries based on the survey results and engineering evaluation.

Spot speed surveys were conducted by City Traffic Counters at 26 locations in conformance with the State law for the purpose of establishing prima facie speed limits. The streets were driven by a California registered traffic engineer from Infrastructure Engineers. The majority of the 26 roadway segments have the necessary justifications to maintain their existing speed limits. All roadway segments were reviewed in detail including traffic volumes, collision history, adjacent land uses, roadway characteristics and field observations.

BACKGROUND
Statutes within the California Vehicle Code (CVC) require that governmental agencies periodically review and update their posted speed limits. These periodic updates are required in order that the City's enforcement agency may enforce speed limits with radar. The process involves the review of existing posted speed limits for adequacy in terms of adjacent land -use, traffic demands, roadway conditions, continuity of speed limits, collisions, and field surveys of motorist driving patterns (speed survey). The City of Bell Gardens has established speed limits on many streets in the City.

The Bell Gardens Police Department performs the City of Bell Gardens' enforcement of speed limits on City roadways. The enforcement of speed limits and response to speed -related issues are primarily through the use of radar. Speed enforcement involves routine enforcement throughout the City and selective enforcement at locations where a disproportionate number of traffic collisions have occurred and on those roadways where complaints of high-speed vehicles are received.

Donn
Exhibit 5 �� 354
�. ENGINEER Page 156 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
The method prescribed by the 2015 California Vehicle Code is performance of an Engineering and Traffic Survey. The definition of an "Engineering and Traffic Survey" is contained in section 627 of the Vehicle Code and is presented in the shaded box that follows:

Engineering and Traffic Survey
627. (a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by 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 or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one -quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Pedestrian and bicyclist safety.

Amended Ch. 466, Stets. 1982. Effective January 1, 1983.

Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

The California Vehicle Code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally reflect the viewpoint that speed zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. This concept is known as the "Basic Speed Law." All fifty states of the United States base their speed regulations on the Basic Speed Law. In California CVC 22350 defines the basic speed law as:

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.

Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

This law recognizes that driving conditions vary widely from time -to -time and place -to -place; therefore, no set or fixed driving rules would adequately serve all conditions. The motorists would constantly adjust their driving behavior to fit the conditions they encounter. Drivers must learn to do this with minimum assistance from law enforcement. The Basic speed Law is founded on the belief that a majority of motorists are able to modify their driving behavior properly, as long as they are aware of conditions around them.

Dono '7
Exhibit 5 ,�� 355
�. ENGINEER Page 157 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
Several other statutes of the Vehicle Code are also significant in evaluating speed limits.

Among these are:

Maximum Speed Limit
CVC 22349 states in California the maximum speed for any passenger vehicle is 65 miles per hour. The Maximum speed for most trucks and for vehicles towing any trailer is 55 miles per hour.

CVC Section 22356 permits a maximum speed limit of 70 MPH on some highways.

Prima Facie Speed Limits (CVC 22352)
All other speed limits are prima facie limits, which, "on the face of it," are reasonable and prudent under normal conditions. A driver may exceed any prima facie limit if it is safe to do so under prevailing conditions. However, when a police officer cites driver for exceeding a prima facie speed limit, it is up to the driver to prove, if he can, that he was driving in a reasonable and prudent manner under the existing conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times.

CVC 22352 establishes 15 MPH limit in alleys, blind intersections, and blind railroad crossings and 25 MPH limit in business and residence districts as prima facie limits. There is also a part- time 25 MPH limit in school zones when children are present enroute to or from school or adjacent to a senior center.

Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Section 235, 240 and 515 define their regulations. A count of houses or active businesses facing on a highway must be made to determine whether or not a valid business or residence district exists. The law does not require posting of prima facie speed limits when such roadside conditions are readily apparent.

However, Bell Gardens has adopted a policy to identify major residential areas with postings of 25 MPH signs.

CVC Excerpt
Business District
235. A "business district" is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.
miumumu mimmumu!uumummumuumumumuuummumumumiumumu uummumu!uumuiumumuumumumuuummumumumiumumu uummumu!uumuiumumuumumumuuummumumumiumumu,uummumu!uumiiiumumuumumumuuummumumumiumumu,uummumu!uumiiiumumuumumumuuummumumumiumumuuummumu!uumiiumumuumumumuuummumumumiumumuuummumumumiiumumuuiuumumuuu.i Dono Z
Exhibit 5 �� 356
�. ENGINEER Page 158 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
CVC Excerpt
Business and Residence Districts: Determination
240. In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions in Sections 235 and 515:
(a) No building shall be regarded unless its entrance faces the highway and the front of the building is within 75 feet of the roadway.
(b) Where a highway is physically divided into two or more roadways only those buildings facing each roadway separately shall be regarded for the purpose of determining whether the roadway is within a district.
(c) All churches, apartments, hotels, multiple dwelling houses, clubs, and public buildings, other than schools, shall be deemed to be business structures. (d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.

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

Intermediate Speed Zones
State law permits local authorities to lower the maximum speed limit (65 MPH) or to raise the speed limit in business and residence districts (25 MPH) on the basis of a traffic and engineering survey. These "intermediate speed limits" between 25 and 65 MPH must be posted to clearly define the limits of the zone and the prima facie speed established. CVC 22357 authorizes the increase in limits.

These intermediate speed zones are the zones most typically enforced by radar. As a result, a current Engineering and Traffic survey is required to facilitate or justify these zones.

Speed Zoning Procedures
The MUTCD California Edition section 2B.116 Speed Limits and Zones specifies a method for providing an Engineering and Traffic survey of speed limits on City and County roadways and Local Streets. It is excerpted as follows:

Exhibit 5 INFRA � � �� 357
, . ENGINEERS Page 159 of 577
Donn A

City of Bell Gardens
Supplemental Speed Survey— October 2015
California MUTCD excerpts
(2014 Edition)
Engineering and Traffic Survey (E&TS)
Support:
24 CVC Section 627 defines the term "Engineering and traffic survey" and lists its requirements.

Standard:
25 An engineering and traffic survey (E&TS) shall include, among other requirements deemed necessary by the department, consideration of all of the following:

A. Prevailing speeds as determined by traffic engineering measurements.

B. Collision records.

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

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

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

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

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

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

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

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

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

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

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

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

L. Speed zoning should be coordinated with adjacent jurisdictions.

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

Option:
29 When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:
miumumu mimmumu!uumummumuumumumuuummumumumiumumu uummumu!uumuiumumuumumumuuummumumumiumumu uummumu!uumuiumumuumumumuuummumumumiumumu,uummumu!uumiiiumumuumumumuuummumumumiumumu,uummumu!uumiiiumumuumumumuuummumumumiumumuuummumu!uumiiumumuumumumuuummumumumiumumuuummumumumiiumumuuiuumumuuu.i Donn
Exhibit 5 ENGINEERS
358

Page 160 of 577 ends

City of Bell Gardens
Supplemental Speed Survey— October 2015
A. Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:

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

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

3. The portion of highway is larger than 0.25 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.

B. Pedestrian and bicyclist safety.
30 The following two methods of conducting E&TS may be used to establish speed limits:

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

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

Guidance:
32 The factors justifying a reduction below the 85th percentile speed for the posted speed limit are the same factors mentioned above. Whenever such factors are considered to establish the speed limit, they should be documented on the speed zone survey or the accompanying engineering report. miumumu mimmumu!uumummumuumumumuuummumumumiumumu uummumu!uumuiumumuumumumuuummumumumiumumu uummumu!uumuiumumuumumumuuummumumumiumumu,uummumu!uumiiiumumuumumumuuummumumumiumumu,uummumu!uumiiiumumuumumumuuummumumumiumumuuummumu!uumiiumumuumumumuuummumumumiumumuuummumumumiiumumuuiuumumuuu.i Donn a
Exhibit 5 INFRAbTIR LIRE. 359
v#7"ENGINEERS Page 161 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
33 The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 85th percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers.

Support:
34 Generally, the most decisive evidence of conditions not readily apparent to the driver surface in collision histories. 35 Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (See Figure 28-102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits.

Speed limits higher than the 85th percentile are not generally considered reasonable and prudent. Speed limits below the 85th percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals.
3s The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent.

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

Option:
37 When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified.

Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone.

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

Definitions
Percentile Speeds — The percentile speed is a speed at or below which that percentage of the total sample is traveling.
50th Percentile — The median speed
85th Percentile — The critical speed is the 85th percentile. Motorists exceeding the 85th percentile speed are generally considered to be driving faster than is safe under prevailing conditions. This percentile may serve as the guide for establishing the posted speed limit.

Pace — The pace is the 10 MPH range of speeds containing the largest number of observation.

This can usually be determined by visual inspection of the Vehicle Speed Survey Sheet. After determining the pace, it is useful to compute the percentage of vehicles in the pace, the percentage over the pace and the percentage under the pace. A normal speed distribution will contain approximately 70% of the sample within the pace with 15% above and 15% below.

Collision Rate — Collision rates are calculated for each roadway segment surveyed, and are summarized. Rates are calculated based on collisions per million vehicles miles of travel on Done
Exhibit 5 �� 360
� . CNGINECR Page 162 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
that segment of roadway. This analysis has utilized the expected collision rates published by Caltrans in the "2010 Collision Data on California State Highways" publication. Los Angeles County guidelines classify as excessive any collision rate that exceeds 1.6 times the County expected rate. If the City mid -block collision rates are in excess of 1.6 times the County expected rate, a 5 MPH reduction of speed limit may be justified.

Local Street Exceptions (CVC 40802)
Many streets are designated as "Local" streets per CVC 40802(2)(b). The speed limit for these streets does not require special jurisdictions. The code is as follows:

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:

1. Roadway width of not more than 40 feet.

2. Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.

3. Not more than one traffic lane in each direction.

Other Considerations — Every street should be inspected for unusual traffic, roadway and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment, width, surface condition, collision history, and any unique traffic hazards that may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning.

The 25 -mile per hour prima facie limit in residence districts may not be reduced except on narrow streets as authorized by Section 22358.3 of the vehicle Code.

SPEED SURVEY DATA
Procedures Used for the Speed Survey Program
To identify the speed characteristics of vehicular traffic on the street system in Bell Gardens, a spot speed survey program was performed. Locations were selected on arterial and collector streets as designated by the City of Bell Gardens. Sufficient spot speed survey locations were selected to obtain a speed profile on each roadway.

City Traffic Counters accomplished the spot speed survey data collection. The summary of the data is shown in Appendix "B". In order to ensure the creditability of vehicular speed analysis, the following guidelines were adhered to in the spot speed survey field data collection:
a. It was imperative that drivers may not be influenced to slow down by the presence of the speed survey vehicle, the equipment or the personnel. The survey vehicle and Exhibit 5 /t ENGINEERS
361
Done

Page 163 of 577 ends

City of Bell Gardens
Supplemental Speed Survey— October 2015
equipment were unmarked and emphasis was placed on locating them in an inconspicuous location.
b. Measurements were made at sufficient distance from intersections where signals or other control devices could affect normal operating speeds. c. Measurements were not taken at locations where geometric or roadway factors exist that could cause drivers to slow down from normal speeds. Such factors were sharp horizontal or vertical curve, poor pavement surface, roadway construction, etc. d. The data was recorded on the "Radar Speed Meter — Data and Analysis Forms." e. The Vehicles were selected on a random basis. The samples are representative and do not include unusually high or low proportions of "speeders," sports cars, trucks, etc. f. The sample size is large enough to form a bell -shaped curve. This normally requires 50 or more observations for each location, depending on the size and use of the streets. g. The traffic conditions during the period of measurement were representative of normal traffic conditions.

Donn
Exhibit 5 INFRAbTIR LIRE. 362
v#7"ENGINEERS Page 164 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
Roadway Conditions
Field reviews of the roadways in the City of Bell Gardens were conducted and incorporated into the final recommended speed limits. These are pertinent roadway characteristics, surrounding land uses, and other factors that could have a bearing on the establishment of speed zones.

For this study, each roadway was divided into study sections. All data was then correlated and reviewed, and summarized in Appendix 'A'.

Speed Limit Posting
Speed limit signing should be installed in conformance with the California MUTCD. All speed limit signs must be reflective and conform to the current standards of the State of California, Department of Transportation. The following policies are recommended by the California MUTCD, for the placement of speed limit signs.

Section 2B.13 Speed Limit Sign (R2-1)
Standard:

Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.

At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable.

Speed limits signs should be located at the beginning of all restricted speed zones.

Speed limit signs should be posted on street entrances to the City approximately 200 to 400 feet beyond the City entrance sign, no matter what the speed limit is.

Speed limit signs should be installed approximately 200 feet, but not more than 500 feet beyond major intersections.

Speed limit signs should be posted so that distance between speed limit signs will be approximately one mile.

Streets with speed prima facie limits of 25 MPH need not be posted with speed limit signs, unless the streets are arterials or may appear to the driver to be arterials, and engineering and traffic investigation indicates that speed limit signing for a 25 MPH is required. Bell Gardens has adopted a policy to identify most major residence areas with posting of 25 - MPH signs.

A speed limit sign should not be installed within 500 feet in advance of or within a curve or turn, which has been posted with a curve or a turn warning sign.

Pavement markings are not required, but may be used in conjunction with postings. Bell Gardens has adopted a policy to add pavement markings to key traffic control signs.

Oonen 1 f1
Exhibit 5 . ,NFR�,S�TIRtiillLIF4E. 363
ENGINEERS Page 165 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015

RESULTS OF THE SURVEYS AND RECOMMENDATIONS
The results of the surveys and findings as found in the "Study" are summarized in Tables 1 through 4. Supporting documentation is presented within Appendix 'A'. Descriptions of the tables and recommendations for speed limit adjustment are indicated below in the following four categories:

1. Table 1 presents a summary of the all locations surveyed and subsequent speed posting recommendations.

2. Table 2 presents a summary of the locations where the current speed limit remains the same. These are locations where the 85th percentile speed complies with the current posted speed limit or the segment is exempt due to residential or business prima facie speed zones and no adverse conditions exist which would suggest or require a change to the speed limit.

3. Table 3 presents a summary of the locations where the 85th percentile speed exceeds current posted speed limit. However, the existing posted speed limit can be justified based on the posted limit of adjacent segments or other factors not readily apparent to the driver. Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix 'A'.

Onno 4 4
Exhibit 5 364
ENGINEERS Page 166 of 577

City of Bell Gardens
Supplemental Speed Survey— October 2015
Table 1
Speed Survey Summa
No.

Street
Segment
Length
in
Miles
ADT
Mid
Block
Collisions
Collision
Rate
Expected
Rate
85th
Percentile
(mph)
Posted
Speed
Limit
Recomd
Speed
Limit
Adjustment
1 Clara St.

West City Lirrits to
Eastem Ave.

0.29 18,312
5 0.86

1.83 39.00
30 30

JUSTIFIED
2 Clara St.

Eastem Ave. to
Garfield Ave.

0.66 8,490
8 1.30

1.83 31.00
30 30

NO CHANGE
3 Clara St.

Garfield Ave. to
Scout Ave.

0.42 8,478
2 0.51

1.83 32.00
30 30

NO CHANGE
4 Eastem Ave.

North City Lirrits to
Gage Ave.

0.25 26,940
6 0.81

2.14 39.50
40 40

NO CHANGE
5 Eastem Ave.

Gage Ave. to
Lubec St.

0.27 29,751
6 0.68

2.14 39.50
40 40

NO CHANGE
6 Eastem Ave.

Lubec St. to
Florence Ave.

0.26 28,134
9 1.12

2.14 41.00
40 40

NO CHANGE
7 Ea stem Ave.

Florence Ave. to
Clara St.

0.33 26,258
11 1.16

2.14 42.00
40 40

NO CHANGE
8 Eastem Ave.

Clara St. to
Garfield Ave.

0.71 22,670
14 0.79

2.14 40.50
40 40

NO CHANGE
9 Florence Ave.

West City Lirrits to
Jaboneria Rd.

0.46 22,791
28 2.44

2.14 44.50
40 40

JUSTIFIED
10 Erril Ave.

Florence Ave. to
Scout Ave.

0.19 2,946
1 1.63

1.83 31.00
25 25

JUSTIFIED
11 Florence Ave.

Jaboneria Rd. to
Garfield Ave.

0.38 28,203
4 0.34

2.14 42.00
40 40

NO CHANGE
12 Florence Ave.

Garfield Ave. to
East City Limits.

0.56 25,916
5 0.31

2.14 40.50
40 40

NO CHANGE
13 Florence PI.

Florence Ave. to
Garfield Ave.

0.13 11,535
3 1.83

1.55 32.50
30 30

NO CHANGE
14 Florence PI.

Garfield Ave. to
Scout Ave.

0.64 3,870
2 0.74

1.55 37.50
30 30

JUSTIFIED
15 Gage Ave.

West City Lirrits to
Garfield Ave.

1.25 23,803
27 0.83

1.55 39.50
35 35

JUSTIFIED
16 Gage Ave.

Garfield Ave. to
Erril Ave.

0.36 23,683
6 0.64

1.55 42.00
35 35

JUSTIFIED
17 Gage Ave.

Eiril Ave. to
East City Limits

0.59 20,674
9 0.67

1.55 41.50
35 35

JUSTIFIED
18 Garfield Ave.

Gage Ave. to
Florence PI.

0.56 31,253
5 0.26

2.14 38.50
35 35

JUSTIFIED
19 Garfield Ave.

Florence Ave. to
Ira Ave.

0.48 21,102
8 0.72

2.14 41.50
35 35

JUSTIFIED
20 Garfield Ave.

Ira Ave. to
South City Limits

0.63 22,065
6 0.39

2.14 42.50
35 35

JUSTIFIED
21 Jaboneria Rd.

Gage Ave. to
Florence Ave.

0.58 5,972
2 0.53

1.83 37.00
30 30

JUSTIFIED
22 Jaboneria Rd.

Florence Ave. to
Eastern Ave.

0.67 5,615
5 1.21

1.83 32.50
30 30

JUSTIFIED
23 Park Ln.

Garfield Ave. to
Gotham St.

0.27 3,852
1 0.88

1.83 31.00
30 30

NO CHANGE
24 Scout Ave.

Foster Bridge Blvd. to
Florence PI.

0.26 6,499
0 0.00

1.83 37.50
30 30

JUSTIFIED
25 Scout Ave.

Florence PI. to
Florence Ave.

0.41 5,786
4 1.54

1.83 34.50
30 30

JUSTIFIED
26 Scout Ave.

Florence Ave. to
Gotham St.

0.41 3,113
1 0.72

1.83 35.50
30 30

JUSTIFIED
Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix 'A'
Onnen 4 7
Exhibit 5 365
ENGINEERS Page 167 of 577

v
CC)
CD
rn
CO
o
(hibit 5
City of BeII Gardens
Supplemental Speed Survey — October 2015
I I II I II I I VIII I V II I ;;I ;I ;I II ;I II ;I ;I ;;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ;;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ;;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ;;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ;;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ;;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ,I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ;I ;I ;I II ;I ;;I ;I ;I II ;I II ;I ;I ; ;I ;I II ;I ,I I Table 2
Survey supports current posted speed limit - NO CHANGE
No.

Street
Segment
Length
in
Miles
ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Limit
Justification
2 Clara St.

Eastern Ave. to
Garfield Ave.

0.66 8,490

31.00 30
30 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
3 Clara St.

Garfield Ave. to
Scout Ave.

0.42 8,478

32.00 30
30 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
4 Eastern Ave.

North City Limits to
Gage Ave.

0.25 26,940

39.50 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
5 Eastern Ave.

Gage Ave. to
Lubec St.

0.27 29,751

39.50 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
6 Eastern Ave.

Lubec St. to
Florence Ave.

0.26 28,134

41.00 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
7 Eastern Ave.

Florence Ave. to
Gars St.

0.33 26,258

42.00 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
8 Eastem Ave.
tiara St. to
Garfield Ave.

0.71 22,670

40.50 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
11 Florence Ave.

Jaboneria Rd. to
Garfield Ave.

0.38 28,203

42.00 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
12 Florence Ave.

Garfield Ave. to
East City Limits.

0.56 25,916

40.50 40
40 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
13 Florence PI.

Florence Ave. to
Garfield Ave.

0.13 11,535

32.50 30
30 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.
23 Park Ln.

Garfield Ave. to
Gotham St.

0.27 3,852

31.00 30
30 Rounding of 85th percentile speed in accordance
with MUTCD supports current posted limit.

INFRASTRUCTURE

ENGINEERS
366

Page 13 ends

City of BeII Gardens
Supplemental Speed Survey — October 2015

I IIII III IIIIIIII II IIII III IIIII IIIIIIII I IIII IIIIII II IIII III I IIIIIIIIIIIII IIII III IIIIIIIIIIIII I IIII III IIIIIIIIIIIII I IIIIIIII IIIIIIIII III I IIIIII II IIIIIII I III IIIIIIII II IIII IIIIIIIIIIIIIIII I IIII IIIIII II IIIIIIII I IIIIIIIIIII II IIII III I IIIIIIIIIII IIIII III IIIIIIIIIIIII I IIIIIIII IIIIIIIII III I IIIIII II IIIIIIIII III IIIIIIII II IIII IIII III IIIIIIII I IIII IIIIII II IIIIIIII I IIIIIIIIIII II IIII III I IIIIIIIIIII II IIII III IIIIIIII IIIII I IIII III IIIIIIIII IIII IIIIII II IIIIIIIII III IIIIIIII II IIII IIII III IIIIIIII II IIII IIIIIIII IIIIIIII I IIII III III II IIII III I IIIIIIIIIII IIIIII III IIIIIIIIIIIII I IIII III IIIIIIIIIIIII I IIIIIIII IIIIIIIII III I IIIIII II IIIIIIII III IIIIIIII II IIII IIIIIIII IIIIIIII I IIII IIIIII II IIIIIIII I IIIIIIIIIII II IIII III I IIIIIIIIIII IIIII III IIIIIIIIII III I IIIIIIII IIIIIIIII III I IIIIII II IIIIIIIII III IIIIIIII II IIII IIII III IIIIIIII I IIII IIIIII II IIIIIIII I IIIIIIIIIII II IIII III I I Table 3
Survey speeds differ from posted speed - Speed limit can be JUSTIFIED No.

Street
Segment
Length
in
Miles
ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Lirrit
Adjustment
Justification
1 Clara St.

West City Limits to
Eastem Ave.

0.29 18,312

39.00 30
30 JUSTIFIED
Combined 85th percentile speed of 39 rounded to 35 MPH. However, high density of residential area justifies reducing the speed by 5 MPH. 9 Florence Ave.

West City Limits to
Jaboneria Rd.

0.46 22,791

44.50 40
40 JUSTIFIED
Combined 85th percentile speed of 44.5 is rounded to 45 MPH. However, higher than expected midblock accident rates justify reducing the speed by 5 MPH.
10 Emil Ave.

Florence Ave. to
Scout Ave.

0.19 2,946

31.00 25
25 JUSTIFIED
Combined 85th percentile speed of 31 must be rounded to 30 MPH. However, high density of residential area and school area justify reducing the speed by 5 MPH.
14 Florence PI.

Garfield Ave. to
Scout Ave.

0.64 3,870

37.50 30
30 JUSTIFIED
Combined 85th percentile speed of 37.50 is boarderline to rounding up to 40 MPH. However, engineering judgement recommends rounding down and applying a 5 MPH reduction to 30 MPH to be consistent with adjacent zone and adjacent school & residential uses.
15 Gage Ave.

West City Limits to
Garfield Ave.

1.25 23,803

39.50 35
35 JUSTIFIED
Combined 85th percentile speed of 39.50 must be rounded to 40 MPH.

However, engineering judgement recommends applying a 5 MPH reduction due to the uncontrolled crosswalk and adjacent residential uses. 16 Gage Ave.

Garfield Ave. to
Emil Ave.

0.36 23,683

42.00 35
35 JUSTIFIED
Combined 85th percentile speed of 42 must be rounded to 40 MPH. However, high density of residential area justifies reducing the speed by 5 MPH. 17 Gage Ave.

Emil Ave. to
East City Limits

0.59 20,674

41.50 35
35 JUSTIFIED
Combined 85th percentile speed of 41.5 must be rounded to 40 MPH. Higher than expected midblock accident rates justify reducing the speed by 5 MPH. 18 Garfield Ave.

Gage Ave. to
Florence PI.

0.56 31,253

38.50 35
35 JUSTIFIED
Combined 85th percentile speed of 38.5 must be rounded to 40 MPH.

However, residential and school area justify reducing the speed by 5 MPH. 19 Garfield Ave.

Florence Ave. to
Ira Ave.

0.48 21,102

41.50 35
35 JUSTIFIED
Combined 85th percentile speed of 41.5 must be rounded to 40 MPH. High density of residential area justifies reducing the speed by 5 MPH.

Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix 'A'

INFRASTRUCTURE
FS#N,

ENGINEERS
367

Page 14 ends

City of BeII Gardens
Supplemental Speed Survey — October 2015

CO
CD
O
(hibit 5
Table 3
Survey speeds differ from posted speed - Speed limit can be JUSTIFIED (Continued) No.

Street
Segment
Length
in
Miles
ADT
85th
Percentile
(mph)
Posted
Speed
Limit
Recom'd
Speed
Lirrit
Adjustment
Justification
20 Garfield Ave.

Ira Ave. to
South City Limits

0.63 22,065

42.50 35
35 JUSTIFIED
Corbined 85th percentile speed of 42.50 is boarderline to rounding up to 45 MPH. However, engineering judgement recommends rounding down and applying a 5 MPH reduction to 35 MPH to be consistent with adjacent zone. 21 Jaboneria Rd.

Gage Ave. to
Florence Ave.

0.58 5,972

37.00 30
30 JUSTIFIED
Combined 85th percentile speed of 37 rounded to 35 MPH. Engineering judgement recommends applying a 5 MPH reduction due to the adjacent school and adjacent residential uses.
22 Jaboneria Rd.

Florence Ave. to
Eastem Ave.

0.67 5,615

32.50 30
30 JUSTIFIED
Combined 85th percentile speed of 32.50 is boarderline to rounding up to 35 MPH. However, engineering judgement recommends rounding down to 30 MPH to be consistent with adjacent zone and adjacent school & residential uses.
24 Scout Ave.

Foster Bridge Blvd. to
Florence PI.

0.26 6,499

37.50 30
30 JUSTIFIED
Combined 85th percentile speed of 37.50 is boarderine to rounding up to 40 MPH. However, engineering judgement recommends rounding down and applying a 5 MPH reduction to 30 MPH to be consistent with adjacent zone and adjacent school uses.
25 Scout Ave.

Florence PI. to
Florence Ave.

0.41 5,786

34.50 30
30 JUSTIFIED
Combined 85th percentile speed of 34.50 is rounded to 35 MPH. However, high density of residential area justifies reducing the speed by 5 MPH. 26 Scout Ave.

Florence Ave. to
Gotham St.

0.41 3,113

35.50 30
30 JUSTIFIED
Combined 85th percentile speed of 35.50 is boarderline to rounding up to 35 MPH. However, engineering judgement recommends applying a 5 MPH reduction due to the adjacent park and residential uses.

Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix 'A'

INFRASTRUCTURE
FS#N,

ENGINEERS
368

Page 15 ends

Exhibit 5
City of Bell Gardens
Supplemental Speed Survey— October 2015
INFRASTRUCTURE.

ENGINEERS
Appendix 'A'
Engineering and Traffic Survey Sheets
9

Page 171 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Clara Street
Btwn West City Limits & Eastem Ave
Start 02 -Jun -15 West Hour Totals East Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
24 37
21 120
134
135
9 12
19 92
114
91 12:45
26 136
108
525
11 91
51 388
159
913
01:00
17 123
14 112
01:15
16 139
11 119
01:30
20 131
13 112
01:45
15 119
68 512
4 121
42 464
110
976
02:00
15 133
11 125
02:15
12 165
9 124
02:30
11 186
4 120
02:45
7 157
45 641
10 107
34 476
79 1117
03:00
5 210
5 127
03:15
9 187
4 121
03:30
13 196
6 97
03:45
11 213
38 806
16 114
31 459
69 1265
04:00
12 209
16 104
04:15
6 215
17 125
04:30
9 177
33 115
04:45
20 208
47 809
35 109
101
453
148
1262
05:00
20 206
34 102
05:15
13 215
39 119
05:30
33 223
72 85
05:45
27 215
93 859
117
113
262
419
355
1278
06:00
37 210
81 102
06:15
59 211
80 104
06:30
41 196
94 102
06:45
66 192
203
809
128
115
383
423
586
1232
07:00
107
173
109
137
07:15
168
201
112
101
07:30
191
191
181
128
07:45
188
173
654
738
157
125
559
491
1213
1229
08:00
178
165
130
105
08:15
125
137
150
109
08:30
107
141
133
94 08:45
90 145
500
588
102
91 515
399
1015
987
09:00
94 156
117
91 09:15
100
151
84 76
09:30
93 148
101
109
09:45
87 148
374
603
90 84
392
360
766
963
10:00
82 115
110
81 10:15
89 75
92 50
10:30
92 103
102
61 10:45
98 75
361
368
104
45 408
237
769
605
11:00
94 66
92 37
11:15
101
56 110
37 11:30
102
53 105
40 11:45
121
45 4th
220
121
36 428
150
846
370
Total
Percent
Grand
Total
Percent
ADT
2909
7478

28.0% 72.0%
3206
4719

40.5% 59.5%
6115
12197

33.4% 66.6%
2909 7478

28.0% 72.0%
ADT 18,312 AADT 18,312
Exhibit 5 370
3206 4719

40.5% 59.5%
6115 12197

33.4% 66.6%

Page 172 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: West City L'mits to Eastern Ave. Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 1
0 1
2 4
3 6
5 6
8 10
10 13
8 9
5 4
7 2
3 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

0.93%

0.00%

0.93%

1.87%

3.74%

2.80%

5.61%

4.67%

5.61 %

7.48%

9.35%

12.15%

7.48%

8.41%

4.67%

3.74%

6.54%

1.87%

2.80%

0.00%

0.00'/

0.00%

0.93%

1.87%

3.74%

7.48%

10.28%

15.89%

20.56%

26.17%

33.64%

42.99%

52.34%

64.49%'',

71.96°/x

80.37%

85.05%

88.79%

95.33% o

97.20%
100.00%
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 1:15 PM To 2:00 PM
Number of Lanes: 01 WB / 01 EB red Activity: Low
Posted Speed: 30
<:hannelization: Skip dash 2 way traffic
Street Width: 40' sidew,I1 : Yes
Comm./Resid.: Cot nm/Res o%ew s: No
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 34
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 34
85th Percentile: 38
97th Percentile: 41
10 Mile Pace: 29 to 38
% of Samples in 10 -Mile Pace: 74.77%
Comments:
120%
11%
a
Cumulative Frequency Distribution
co
e0%
E '
8D%
0%
,,`3 ,pro O r1`L rye 'I rye ,5P r5 Cs C` fro �� ,o`1. 4) Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
it 6
4 2
'mlIl
0 [ I I !li I,JI I I H i i i i lit
O 0 0 ,19, ryh ,yb �'• „t. eyl tp p 6 � h1' hh
Spot Speed, mph
Total: 107 100%
Exhibit 5
371

Page 173 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: West City L'mits to Eastern Ave. Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
11 0
0 0
0 5
7 5
8 6
14 8
4 5
3 6
4 7
3 7
5 3
2 1
3 1
2 2
1 0
0 0
0 0
0 0
0 0

0.00%

4.46%

6.25%

4.46%

7.14%

5.36%

12.50%
7A4%

3.57%

4.46%

2.68%

5.36%

3.57%

6.25%

2.68%

6.25%

4.46%

2.68%

1.79%
0-89%

2.68%

0.89%

1.79%

0.89%

0.00%

0.00'/

0.00%

4.46%

10.71%

15.18%

22.32%

27.68%

40.18%

47._32%

50.89%

55.36%

58.04%

63.39%'',

66.96%

73.21%''

75.89%

82.14%

86.61%

89.29%'.

91.07%
91-96°/n

94.64%

95.54%

97.32%

99.11%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 1:15 PM To 2:00 PM
Number of Lanes: 01 WB / 01 EB red Activity: Low
Posted Speed: 30
<:hannelization: Skip dash 2 way traffic
Street Width: 40' side...at : Yes
Comm./Resid.: Cot um/Res o%ew s: No
Direction: Westbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 34
Standard Deviation: 6
Standard error of the mean: 0.57
50th Percentile: 32
85th Percentile: 40
97th Percentile: 46
10 Mile Pace: 26 to 35
% of Samples in 10 -Mile Pace: 58.93%
Comments:
120%
11%
°
Cumulative Frequency Distribution
v
e0%
E
8D%
0%
O ,\o O `19' '12 9,‘b 4 4' „y1 0 0 C0 O ,o`L 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
6 it
4 2 III
�.
� i�
I1IIIti�i��im

0 „ � i i I l ! � ; , I i i i � �
03 ^6 O ,1,9, tip rfp �^ ,Sa ,S1 to p � � hry hh
Spot Speed, mph
Total: 112 100%
Exhibit 5
372

Page 174 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Clara Street
Btwn Eastem Ave & Garfield Ave
Start 02 -Jun -15 East Hour Totals West Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
4 3
5 55
61 48
5 6
3 50
65 61
12:45
2 46
14 210
7 41
21 217
35 427
01:00
3 58
4 58
01:15
5 64
1 61
01:30
2 74
5 57
01:45
1 70
11 266
1 44
11 220
22 486
02:00
4 67
0 47
02:15
2 80
8 73
02:30
5 79
3 66
02:45
3 91
14 317
3 70
14 256
28 573
03:00
2 84
0 98
03:15
1 88
2 72
03:30
3 75
5 84
03:45
6 94
12 341
7 80
14 334
26 675
04:00
10 75
6 83
04:15
5 97
0 92
04:30
20 80
1 68
04:45
15 82
50 334
6 75
13 318
63 652
05:00
9 69
8 72
05:15
12 100
5 77
05:30
28 92
9 86
05:45
49 93
98 354
11 85
33 320
131
674
06:00
33 91
12 71
06:15
31 86
21 80
06:30
39 81
18 75
06:45
45 79
148
337
26 64
77 290
225
627
07:00
50 90
47 66
07:15
58 83
64 76
07:30
72 65
85 53
07:45
79 60
259
298
103
73 299
268
558
566
08:00
78 47
86 53
08:15
82 45
58 48
08:30
67 42
61 51
08:45
49 49
276
183
55 64
260
216
536
399
09:00
53 40
40 49
09:15
44 33
47 67
09:30
45 55
35 53
09:45
44 39
186
167
35 36
157
205
343
372
10:00
60 36
42 32
10:15
57 13
40 28
10:30
50 20
45 24
10:45
38 16
205
85 35
20 162
104
367
189
11:00
44 17
41 19
11:15
56 18
50 13
11:30
45 11
50 20
11:45
53 12
198
58 54
13 195
65 393
123
Total
Percent
Grand
Total
Percent
ADT
1471
2950

33.3% 66.7%
1256
2813

30.9% 69.1%
2727
5763

32.1% 67.9%
1471 2950

33.3% 66.7%
ADT 8,490 AADT 8,490
Exhibit 5 373
1256 2813

30.9% 69.1%
2727 5763

32.1% 67.9%

Page 175 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Eastern Ave to Garfield Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 2
4 9
7 14
12 10
14 9
8 5
9 1
0 3
0 1
0 0
1 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

1.82%

3.64%

8.18%

6.36%

12.73%

10.91%

9.09%

12.73%

8.18%

7.27%

4.55%

8.18%

0.91%

0.00%

2.73%

0.00%

0.91%

0.00%

0.9 1 %

0.00%

0.91%

0.00%

0.00%
000%

0.00'/

0.00%

1.82%

5.45%

13.64%

20.00%
_32.73%

43.64%

52.73%

65.45%

73.64%

80.91%

85.45%

93.64%

94.55%

97.27%'',

97.27%

98.18%''

98.18%

99.09%

99.09°/u'.,

99.09%''.
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
100.000
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:35 AM To 12:15 PM
Number of Lanes: 01 WB / 01 EB t'o0Activity: Low
Posted Speed: 30
<:hannelization: Skip dash 2 way traffic
Street Width: 40' side...at : Yes
Comm./Resid.: Cot nm/Res »avow. s: No
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 28
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 27
85th Percentile: 31
97th Percentile: 35
10 Mile Pace: 23 to 32
% of Samples in 10 -Mile Pace: 88.18%
Comments:
120%
11%
Cumulative Frequency Distribution
a

6.0%
% •
E
8D%
0%
o o' L� (� 'I ,yam ,5P „5 IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
i I ii
�� ;
i
l
�,
, iIf i III I III i i I I I I i i
0 ,`5 0 O ,19, ,p ,yb ,,,s „bP „y1, t0 p Rio � <O`L <Oh Spot Speed, mph
Total: 110 l 00%
Exhibit 5
374

Page 176 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Eastern Ave to Garfield Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 C CCCCC C C N m �t G� +n r'; N v� +n m, * N C s-+ C C C C C C C C C C C C C C C C C C C C

0.00%

1.89%

2.83%

3.77%

8.49%

7.55%

8.49%

14.15%

1.3.21%

12.26%

11.32%

4.72%

2.83%

0.94%

1.89%

0.00%

0.94%

0.00%

0.000

0.00%

0.00'/

0.00%

1.89%

4.72%

8.49%

16.98%

24.53%

33.02%

47.17%

60.38%

72.64%

83.96%

88.68%

93.40%

96.23%

97.17%

99.06%'',,

99.06°/x
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%'.
100.00°/n',
100.004%',
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:35 AM To 12:15 PM
Number of Lanes: 01 WB / 01 EB red Activity: Low
Posted Speed: 30
<:hannelization: Skip dash 2 way traffic
Street Width: 40' side...at : Yes
Comm./Resid.: Cot nm/Res o%ew s: No
Direction: Westbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 28
Standard Deviation: 3
Standard error of the mean: 0.29
50th Percentile: 28
85th Percentile: 31
97th Percentile: 34
10 Mile Pace: 23 to 32
% of Samples in 10 -Mile Pace: 88.68%
Comments:
120%
11°x°
a
Cumulative Frequency Distribution
w -
u.
ea0%
'', %•
E
', 8D%
0%
o o' L� (� 'I ,yam ,5P „5 IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
[
�1 ,
iH
-
� ��
�; ; ili i l i i ; � I I I I

I I I I I I
0 �I
,`5 0 O ,19, ,p ,yb ,,,'s „bP „41, t0 p Rio � <O`L <Oh
Spot Speed, mph
Total: 106 l 00%
Exhibit 5
375

Page 177 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Clara St
Btwn Garfield Ave & Scout Ave
Start 02 -Jun -15 East Hour Totals West Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
5 2
6 52
53 62
1 3
4 40
65 42
12:45
5 70
18 237
2 37
10 184
28 421
01:00
5 47
1 41
01:15
3 59
3 38
01:30
4 67
4 36
01:45
1 90
13 263
2 58
10 173
23 436
02:00
3 BO
0 49
02:15
2 82
5 64
02:30
5 79
2 49
02:45
6 125
16 366
6 55
13 217
29 583
03:00
10 114
2 72
03:15
15 76
2 74
03:30
19 92
7 75
03:45
25 98
69 380
2 101
13 322
82 702
04:00
30 122
3 86
04:15
22 96
2 82
04:30
26 94
5 80
04:45
24 102
102
414
4 71
14 319
116
733
05:00
26 120
17 102
05:15
23 109
18 82
05:30
45 101
12 65
05:45
49 110
143
440
16 64
63 313
206
753
06:00
56 98
21 70
06:15
39 91
18 59
06:30
38 105
28 51
06:45
52 101
185
395
43 46
110
226
295
621
07:00
73 89
44 37
07:15
65 72
69 41
07:30
95 72
93 38
07:45
81 58
314
291
90 27
296
143
610
434
08:00
102
39 76
32 08:15
89 35
64 32
08:30
72 48
58 24
08:45
71 48
334
170
50 23
248
111
582
281
09:00
62 39
58 48
09:15
47 30
40 29
09:30
46 24
42 25
09:45
79 23
234
116
39 19
179
121
413
237
10:00
35 22
41 23
10:15
63 23
42 12
10:30
50 25
40 12
10:45
49 15
197
85 38
16 161
63 358
148
11:00
37 10
48 11
11:15
38 12
34 10
11:30
42 4
37 5
11:45
60 1
177
27 36
2 155
28 332
55 Total
Percent
Grand
Total
Percent
ADT
1802
3184

36.1% 63.9%
1272
2220

36.4% 63.6%
1802 3184

36.1% 63.9%
ADT 8,478 AADT 8,478
Exhibit 5 376
3074
5404

36.3% 63.7%
1272 2220

36.4% 63.6%
3074 5404

36.3% 63.7%

Page 178 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Garfield Ave to Scout Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
4 7
3 S
5 7
5 7
11 15
11 8
7 2
6 1
1 1
0 0
1 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

3.70%

6.48%

2.78%

4.63%

6.48%

4.63%

6.48%

1.0.19%

13.89%

10.19%

7.41%

6.48%

1.85%

5.56%

0.93%

0.00%

0.93%

0.00%

0.00°/

0.93%

0.00%

0.00'/

0.00%

3.70%

10.19%

12.96%

17.59%

22.22%

28.70%

33.33%

39.81%

50.00%

63.89%

74.07%

81.48%

87.96%

89.81%

95.37%

96.30%',,

97.22%

98.15%

99.07%

99.07%',

99.07°/x'.
100.00°/n',
100.004%',
100.00%
100.00%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:15 PM To 12:50 PM
Number of Lanes: 01 WB / 01 EB red Activity: Low
Posted Speed: 30
<:hannelization: Skip dash 2 way traffic
Street Width: 40' side...a1: Yes
Comm./Resid.: Ind/Res orj%ew s: No
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 28
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 28
85th Percentile: 32
97th Percentile: 36
10 Mile Pace: 23 to 32
% of Samples in 10 -Mile Pace: 75.00%
Comments:
120%
1C2%
°1
Cumulative Frequency Distribution
-
61%
% •
E
8D%
0%
N`3 ,pro ,�0 r1`L rye 'I rye ,5P „5 Cs C` fro �� ,o`1. 4) Spot Speed, mph
Frequency Distribution
18 16
14 12
;10
m 8
6 it
4 2
Ill
-
�,�ili i �il I II; � � � � � � � �
0 � � i i
0 0 0 '19' � � ^'3'\ ^5a ^�1 1$' P h1' hh
Spot Speed, mph
Total: 108 100%
Exhibit 5
377

Page 179 of 577 ends

0.00%

3.70%

6.48%

2.78%

4.63%

6.48%

4.63%

6.48%

10.19%

13.89%

10.19%

7.41%

6.48%

1.85%

5.56%

0.93%

0.00%

0.93%

0.00%

0.00°/.

0.93%

0.00%

0.00'/

0.00%

3.70%

10.19%

12.96%

17.59%

22.22%

28.70%

33.33%

39.81%

50.00%

63.89%

74.07%

81.48%

87.96%

89.81%

95.37%

96.30%',,

97.22%

98.15%

99.07%

99.07%',

99.07°/x'.
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:15 PM To 12:50 PM
Number of Lanes: 01 WB / 01 EB red Activity: Low
Posted Speed: 30
<:hannelization: Skip dash 2 way traffic
Street Width: 40' side...a1: Yes
Comm./Resid.: Ind/Res orj%ew s: No
Direction: Westbound Ntetiaae No
DATA ANALYSIS:

6.0%
% •
E
8D%
0%
N`3 ,pro ,�0 r1`L rye 'I rye ,5P „5 Cs C` fro �� ,o`1. 4) Spot Speed, mph
Frequency Distribution
18 16
14 12
;10
m 8
6 it
4 2
Ill
-
�,�ili i �il I II; � � � � � � � �
0 � � i i
0 0 0 '19' � � ^'3'\ ^5a ^�1 1$' P h1' hh
Spot Speed, mph
Total: 108 100%
Exhibit 5
378

Page 180 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Eastern Ave
Btwn North City Limits & Gage Ave
Start 02 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
37 50
38 207
249
256
31 38
34 160
168
154
12:45
29 225
154
937
26 123
129
605
283
1542
01:00
29 207
40 188
01:15
36 260
26 185
01:30
18 222
25 153
01:45
41 213
124
902
47 126
138
652
262
1554
02:00
14 196
39 134
02:15
28 237
38 118
02:30
16 214
44 165
02:45
30 288
88 935
24 213
145
630
233
1565
03:00
12 261
29 193
03:15
39 268
34 179
03:30
27 262
23 179
03:45
19 319
97 1110
36 185
122
736
219
1846
04:00
21 303
41 189
04:15
34 323
55 169
04:30
16 273
54 193
04:45
34 338
105
1237
59 152
209
703
314
1940
05:00
19 274
56 184
05:15
51 341
87 196
05:30
53 293
122
169
05:45
53 323
176
1231
193
164
458
713
634
1944
06:00
54 312
218
177
06:15
60 338
159
152
06:30
73 294
211
169
06:45
93 279
280
1223
249
141
837
639
1117
1862
07:00
96 236
300
143
07:15
130
251
263
154
07:30
120
210
321
150
07:45
131
159
477
856
307
140
1191
587
1668
1443
08:00
114
133
283
145
08:15
110
147
282
136
08:30
116
123
275
144
08:45
120
117
460
520
231
153
1071
578
1531
1098
09:00
101
119
230
123
09:15
113
102
177
142
09:30
119
108
185
148
09:45
122
71 455
400
151
143
743
556
1198
956
10:00
126
87 140
104
10:15
151
96 167
108
10:30
129
99 129
118
10:45
147
75 553
357
169
76 605
406
1158
763
11:00
153
64 132
94 11:15
170
105
145
57 11:30
164
56 135
50 11:45
184
67 671
292
161
73 573
274
1244
566
Total
Percent
Grand
Total
Percent
ADT
3640
10000

26.7% 73.3%
6221
7079

46.8% 53.2%
3640 10000

26.7% 73.3%
ADT 26,940 AADT 26,940
Exhibit 5 379
9861
17079

36.6% 63.4%
6221 7079

46.8% 53.2%
9861 17079

36.6% 63.4%

Page 181 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: North City Limits to Gage Ave Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
1)
0 0
0 0
1 2
5 6
5 6
8 9
6 7
10 8
7 8
8 11
6 3
2 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

0.84%

1.68%

4.20%

5.04%

4.20%

5.04%

6.72%

7.56%

5.04%

5.88%

8.40%

6.72%

5.88%

6.72%

9.24%

5.04%

2.52%
1_68° /°

0.84%

0.00%

0.00'/

0.00%

0.84%

2.52%

6.72%

11.76%

15.97%

21.01%

27.73%

35.29%

40.34%

46.22%

54.62%',

61.34%

67.23%

73.95%

80.67%

89.92%

94.96°/u'.,

97.48%

99.16°/n',,
100.00%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 10:45 AM To 11:25 AM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 35
Standard Deviation: 5
Standard error of the mean: 0.46
50th Percentile: 35
85th Percentile: 40
97th Percentile: 42
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 68.91%
Comments:
120%
11°x°
°1
Cumulative Frequency Distribution
co -
u.
fi0%
% •
E
8D%
0%
,,r5 .� 0t L t � ? yN �P �7 p0 �`5 o � ,o9' 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
6 it
4 2
�!
i i
0 �[ I I I ,Ik , �-H m i--� ��i�, r i i m
O 0 O ,y`l' ryh ,yb �'• „t. eyl tp p 6 � h1' hh
Spot Speed, mph
Total: 119 l 00%
Exhibit 5
380

Page 182 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: North City Limits to Gage Ave Ref: # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 10
12 15
11 15
14 6
4 4
3 5
4 3
3 0
0 1
1 0
0 0
I
0 0
0 0
0 0
0 0.00%

0.00%

8.93%

10.71%

13.39%

9.82%

13.39%

12.50%

5.36%

3.57%

2.68%

4.46%

3.57°/,

2.68%

2.68%
°

0.00%

0.89%

0.00%

0.89%

0.00%

0.00'/

0.00%

8.93%

19.64%

33.04%

42.86%

56.25%

68.75%

74.11%''',

77.68%

81.25%

83.93%

88.39%

91.96%

94.64%

97.32%'.

97.32°/n',,

97.32%

98.21%

99.11%

99.1 1 %

99.11%
100.00%
100.00%
100.00%
100.00%
100.00°/r,
100.00%
100.00%
100.00'%
Hours: 10:45 AM To 11:25 AM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 34
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 33
85th Percentile: 39
97th Percentile: 42
10 Mile Pace: 29 to 38
% of Samples in 10 -Mile Pace: 83.93%
Comments:
120%
11%
°
Cumulative Frequency Distribution
4 -
fi0%
E
8D%
0%
,,r5 .� O tL t � ? y^ 5P �7 p0 �`5 �o �� ,o9' 5y
Spot Speed, mph
Frequency Distribution
18 16
14 -. -.. .. . .. _..
12 v10
m 8
it 6
4 2
�
k [[
o „ � i[ I I! l, �; � i t--i--� � i i i � � i i� : III I I O 0 0 ,19, ryh ,yb �'• „t. eyl tp p 6 � h1' hh
Spot Speed, mph
Total: 112 100%
Exhibit 5
381

Page 183 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Eastern Ave
Btwn Gage Ave & Lubec St
Start 10 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
38 40
76 234
260
238
40 57
26 175
176
210
12:45
36 242
190
974
38 256
161
817
351
1791
01:00
28 246
34 240
01:15
48 285
26 232
01:30
26 225
28 228
01:45
26 253
128
1009
24 254
112
954
240
1963
02:00
25 204
20 282
02:15
35 262
26 255
02:30
10 231
36 234
02:45
26 307
96 1004
22 226
104
997
200
2001
03:00
31 290
25 216
03:15
38 252
22 192
03:30
23 283
25 204
03:45
22 326
114
1151
38 174
110
786
224
1937
04:00
18 294
38 190
04:15
27 324
35 208
04:30
44 290
53 200
04:45
56 334
145
1242
99 202
225
800
370
2042
05:00
50 290
84 192
05:15
73 330
73 194
05:30
88 333
103
210
05:45
88 332
299
1285
160
189
420
785
719
2070
06:00
90 280
168
186
06:15
91 312
124
198
06:30
94 274
184
198
06:45
136
301
411
1167
214
178
690
760
1101
1927
07:00
145
255
262
162
07:15
144
226
270
200
07:30
166
183
298
160
07:45
176
178
631
842
323
151
1153
673
1784
1515
08:00
156
160
338
156
08:15
120
210
304
136
08:30
134
165
305
162
08:45
127
148
537
683
279
150
1226
604
1763
1287
09:00
130
139
270
162
09:15
138
126
230
134
09:30
148
134
173
138
09:45
134
109
550
508
185
141
858
575
1408
1083
10:00
156
96 161
114
10:15
157
121
142
112
10:30
130
96 131
103
10:45
151
96 594
409
155
109
589
438
1183
847
11:00
154
63 150
86 11:15
202
80 154
55 11:30
195
66 144
66 11:45
217
63 768
272
186
64 634
271
1402
543
Total
Percent
Grand
Total
Percent
ADT
4463
10546

29.7% 70.3%
6282
8460

42.6% 57.4%
10745

36.1% 63.9%
19006
4463 10546

29.7% 70.3%
ADT 29,751 AADT 29,751
Exhibit 5 382
6282 8460

42.6% 57.4%
10745 19006

36.1% 63.9%

Page 184 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Gage Ave to Lubec Street Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
3 3
7 10
8 5
4 10
11 10
10 14
8 3
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

2.78%

6.48%

9.26%

7.41%

4.63%

3.70%

9.26%

1.0.19%

9.26%

12.96%

7.41%

2.78%

0.93%

0.00%

0.00%
0 00%

0.00'/

0.00%

2.78%

5.56%

12.04%

21.30%

28.70%

33.33%
_37.04%

46.30%',

56.48%

65.74%''

75.00%

87.96%

95.37%

98.15%

99.07%'.
100.00°/n''.,
100.00%
100.00%
100.00%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:25 AM To 12:00 PM
Number of Lanes: 02 NB i 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Yes
DATA ANALYSIS:

Mean Speed: 35
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 36
85th Percentile: 39
97th Percentile: 41
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 83.33%
Comments:
120%
11%
°
Cumulative Frequency Distribution
q y
4 -
u.
fi0%
E
E
8D%
0%
o o' 'I ,yam ,5P „b IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
8 m
it 6
4 2
111—
0 i i I I l; �'iI I Valli.; i I l l l
,`S 0 O ,19, ,p ,yb �'s „bP „4i, t0 p 6 � h1' hh
Spot Speed, mph
Total: 108 100%
Exhibit 5
383

Page 185 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Gage Ave to Lubec Street Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 6
7 11
11 8
7 10
12 5
5 9
12 5
3 0
1 0
0 1
0 0
0 0
0 0
0 0
0 0

0.00%

5.31%

6.19%

9.73%

9.73%
7 08°/

6.19%

8.85%

1.0.62%

4.42%

7.96%

10.62%

4.42%
2_65%
°

0.00%

0.88%

0.00%

0.88%

0.00%

0.00'/

0.00%

5.31%

11.50%

21.24%

30.97%
38 05%

44.25%

53.10%'',

63.72%

68.14%''

72.57%

80.53%

91.15%

95.58%

98.23°/,'.

98.23°/n',,

99.12°A

99.12%

99.12%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:25 AM To 12:00 PM
Number of Lanes: 02 NB i 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 35
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 35
85th Percentile: 40
97th Percentile: 42
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 79.65%
Comments:
120%
11%
m
Cumulative Frequency Distribution
c -
u.
61%
% •
E
8D%
0%
x,r5 0 O tL y� � ? y", bP rb7 p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
0 „ � i i i i i i ; , ; � i i i i H ii ii, ; A i i i '� ; � � � � O 0 0 , 9, ,y, ryb ,its ^ba ,4t, p0 p RHO � h1' hh
Spot Speed, mph
Total: 113 l 00%
Exhibit 5
384

Page 186 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Eastern Ave
Btwn Lubec St & Florence Ave
Start 02 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
34 36
40 208
245
257
47 34
37 174
167
196
12:45
31 221
141
931
34 217
152
754
293
1685
01:00
26 216
21 230
01:15
36 244
25 198
01:30
25 250
37 215
01:45
31 222
118
932
20 209
103
852
221
1784
02:00
18 227
33 224
02:15
29 235
18 208
02:30
14 217
27 181
02:45
26 262
87 941
24 188
102
801
189
1742
03:00
18 302
16 200
03:15
35 268
17 176
03:30
22 266
24 187
03:45
23 277
98 1113
39 188
96 751
194
1864
04:00
23 310
39 167
04:15
31 269
35 161
04:30
28 312
44 188
04:45
48 345
130
1236
72 133
190
649
320
1885
05:00
53 305
90 183
05:15
71 322
56 156
05:30
89 306
65 195
05:45
85 330
298
1263
144
160
355
694
653
1957
06:00
83 326
176
173
06:15
85 306
131
165
06:30
134
287
150
145
06:45
135
299
437
1218
187
154
644
637
1081
1855
07:00
148
218
219
172
07:15
166
250
243
152
07:30
208
226
268
149
07:45
191
193
713
887
261
159
991
632
1704
1519
08:00
192
161
265
161
08:15
161
191
256
180
08:30
145
142
242
134
08:45
143
130
641
624
243
140
1006
615
1647
1239
09:00
124
154
234
131
09:15
136
130
211
147
09:30
139
143
160
138
09:45
127
90 526
517
164
125
769
541
1295
1058
10:00
158
104
150
120
10:15
152
107
169
94 10:30
160
90 159
97 10:45
186
75 656
376
153
104
631
415
1287
791
11:00
160
61 147
87 11:15
179
100
151
62 11:30
157
68 143
63 11:45
203
64 699
293
173
53 614
265
1313
558
Total
Percent
Grand
Total
Percent
ADT
4544
10331

30.5% 69.5%
4544 10331
5653
7606

42.6% 57.4%
10197

36.2% 63.8%
17937

30.5% 69.5%
ADT 28,134 AADT 28,134
Exhibit 5 385
5653 7606

42.6% 57.4%
10197 17937

36.2% 63.8%

Page 187 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Lubec Street to Florence Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
1)
0 0
0 0
0 1
2 1
3 6
3 3
5 4
8 9
8 7
15 1 t
9 4
2 2
1 2
2 0
l
0 0
0 0
0 0
0 0

0.00%

0.92%

1.83%

0.92%

2.75%

5.50%

2.75%

4.59%

3.67%

7.34%

8.26%

7.34%

6.42%

13.76%

10.09%

8.26%

3.67%
1 .83%

1.83%

0.92%

1.83%

0.00%

0.92%

0.00%

0.00%
0 00%

0.00'/

0.00%

0.92%

2.75%

3.67%

6.42%

11.93%

14.68%

17.43%

22.02%

25.69%

33.03%',

41.28%I

48.62%''

55.05%

68.81%

78.90% r°

87.16°/u',

90.83°/,'.

92.66°A

94.50%'

95.41%

97.25%

99.08%

99.08%
100.00 °%°
100.00%
100.00%
100.00%
100.00%
100.00°/r,
100.00%
100.00%
100.00'%
Hours: 12:00 PM To 1:15 PM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 38
85th Percentile: 41
97th Percentile: 46
10 Mile Pace: 33 to 42
% of Samples in 10 -Mile Pace: 73.39%
Comments:
120%
1 C
°1
Cumulative Frequency Distribution
e.0%
•
E
8D%
0%
,� . ti N P A o `5 L h
ti 'l rb "5 ^s o, ik o ,o 5
Spot Speed, mph
Frequency Distribution
18 16
14 °° ... _..
a12
v10
m 8
6 ti
4 2
[ I I! I; 4li
i
I
'
I i m•I
0 ,`S 0 0 ,19, ryh ,yb �'• ,SP eyl tp p 6 � h1' hh
Spot Speed, mph
Total: 109 100%
Exhibit 5
386

Page 188 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Lubec Street to Florence Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
1)
0 0
0 0
0 0
0 0
2 4
11 7
10 7
6 8
7 14
7 7
4 5
3 1
3 1
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

1.87%

3.74%
10-28%

6.54%

9.35%

6.54%

5.61%

7.48%

6.54%

13.08%

6.54%

3.74%

4.67%

2.80%

0.93%

2.80%

0.93%

0.00%

0.00'/

0.00%

1.87%

5.61%

15.89%

22.43%

31.78%

38.32%

43.93%'',

51.40%

57.94%

71.03%

77.57%

84.11%

87.85%',

92.52°/,'.
°

95.33%

96.26%

99.07%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:00 PM To 1:15 PM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
street Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee rays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 36
85th Percentile: 41
97th Percentile: 45
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 78.50%
Comments:
120%
1Cro
a
Cumulative Frequency Distribution
lv -
u.
ea0%
, E
8D%
0%
xr5 0 0 �� ry`' �4 �^ �t �A 0.0 �� ,o9' 5y
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
8 m
ti 6
4 2
•
o3 ^6 O ,1,9, tip ti� ,s^ ,Sb ,S1 to p � � hry hh
Spot Speed, mph
Total: 107 100%
Exhibit 5
387

Page 189 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Eastern Ave
Btwn Florence Ave & Clara St
Start 02 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
48 31
38 164
161
173
31 36
28 137
160
177
12:45
34 179
151
677
24 168
119
642
270
1319
01:00
23 172
22 193
01:15
32 188
22 133
01:30
18 179
11 188
01:45
28 178
101
717
26 183
81 697
182
1414
02:00
29 201
26 200
02:15
23 239
37 218
02:30
26 208
25 181
02:45
23 221
101
869
28 210
116
809
217
1678
03:00
10 235
31 185
03:15
21 219
28 201
03:30
17 219
27 156
03:45
16 255
64 928
33 174
119
716
183
1644
04:00
16 294
29 194
04:15
15 255
23 176
04:30
21 301
45 179
04:45
27 297
79 1147
47 177
144
726
223
1873
05:00
49 291
70 166
05:15
33 265
69 187
05:30
58 259
90 218
05:45
73 275
213
1090
154
192
383
763
596
1853
06:00
62 319
137
157
06:15
49 286
137
180
06:30
76 299
140
190
06:45
85 276
272
1180
201
188
615
715
887
1895
07:00
99 233
195
179
07:15
93 235
230
168
07:30
152
262
260
167
07:45
178
235
522
965
277
170
962
684
1484
1649
08:00
202
186
259
149
08:15
117
166
250
173
08:30
113
161
20B
151
08:45
113
157
545
670
220
150
937
623
1482
1293
09:00
102
145
198
145
09:15
106
141
197
146
09:30
112
180
142
125
09:45
138
157
458
623
155
110
692
526
1150
1149
10:00
117
140
151
116
10:15
130
111
145
108
10:30
157
117
154
101
10:45
158
88 562
456
153
95 603
420
1165
876
11:00
161
87 150
58 11:15
146
67 144
75 11:30
142
72 181
53 11:45
145
72 594
298
159
64 634
250
1228
548
Total
Percent
Grand
Total
Percent
ADT
3662
9620

27.6% 72.4%
5405
7571

41.7% 58.3%
3662 9620

27.6% 72.4%
ADT 26,258 AADT 26,258
Exhibit 5 388
9067
17191

34.5% 65.5%
5405 7571

41.7% 58.3%
9067 17191

34.5% 65.5%

Page 190 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Florence Ave to Clara St Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 1
1 0
4 4
7 7
7 7
8 8
10 12
10 10
4 3
0 1
0 0
0 0
0 0
0 0
0 0

0.00%

0.95%

0.00%

0.95%

0.00%

3.81%

6.67%

7.62%

9.52%

11.43%

9.52%

3.81%

2.86%

0.00%

0.95%

0.00%

0.00%
0 00%

0.00'/

0.00%

0.95%

1.90%

2.86%

6.67%

10.48%

17.14%

23.81%',

30.48%

37.14%

44.76%

52.38%

61.90%

73.33%

82.86%''.

92.38°/n''.,

96.19%

99.05%

99.05%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/r,
100.00%
100.00%
100.00'%
Hours: 10:00 AM To 10:50 AM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Yes
DATA ANALYSIS:

Mean Speed: 39
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 39
85th Percentile: 43
97th Percentile: 45
10 Mile Pace: 34 to 43
% of Samples in 10 -Mile Pace: 81.90%
Comments:
120%
11%
°
Cumulative Frequency Distribution
4 -
u.
61%
E
8D%
0%
,,`3 ,pro 0 rtL rye 'I ,yam ,5P r5 Cs C`S ,o9' 4)
Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
m 8
6 it
4 2
i ;�, i ,,,
i
_-�
i
iii i
0 O 0 0 ,19, ryh ,yb �'• ,SP eyl tp p 6 � h1' hh
Spot Speed, mph
Total: 105 100%
Exhibit 5
389

Page 191 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Florence Ave to Clara St Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
2 1
2 4
S
7 8
11 10
8 10
7 12
5 6
4 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

0.94%

0.00%

1.89%

0.94%

1.89%

3.77%

4.72%

6.60%

7.55%

10.38%

9.43%

7.55%

9.43%

6.60%

11.32%

4.72%

5.66%
°

3.77/°

1.89%

0.00%

0.00°/,

0.00%

0.00'/

0.00%

0.94%

1.89%

3.77%

4.72%

6.60%

10._38%

15.09%

21.70%

29.25%

39.62%',

49.06%

56.60%

66.04%

72.64%

83.96%

88.68%

94.34%'.
. ...
9811%''
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/,
100.00%
100.00%
100.00'%
Hours: 10:00 AM To 10:50 AM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 37
85th Percentile: 41
97th Percentile: 43
10 Mile Pace: 33 to 42
% of Samples in 10 -Mile Pace: 79.25%
Comments:
120%
11%
a
Cumulative Frequency Distribution
co -
fid1%
% •
E
8D%
0%
,,r5 .� 0t L y� � ? yN 5P �7 p0 �`5 �o �� ,o9' 5y
Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
8 m
it 6
4 2
I ;U iii
i ml
0 „
o3 ^6 O ,1,9, ,-p rfp ,s^ ,St. ,S1 t0 p � � h1' h`'
Spot Speed, mph
Total: 106 100%
Exhibit 5
390

Page 192 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Eastern Ave
Btwn Clara St & Garfield Ave
Start 02 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
25 22
24 136
143
115
27 36
20 110
146
135
12:45
17 154
88 548
19 168
102
559
190
1107
01:00
19 128
23 166
01:15
22 136
17 153
01:30
13 150
9 177
01:45
16 149
70 563
21 158
70 654
140
1217
02:00
16 134
19 172
02:15
18 195
10 178
02:30
9 203
13 187
02:45
15 205
58 737
13 164
55 701
113
1438
03:00
15 196
14 168
03:15
11 171
8 183
03:30
14 172
9 150
03:45
20 201
60 740
14 165
45 666
105
1406
04:00
18 264
16 182
04:15
24 221
15 174
04:30
26 274
17 175
04:45
32 305
100
1064
28 198
76 729
176
1793
05:00
40 233
31 197
05:15
42 224
33 206
05:30
47 212
45 210
05:45
72 231
201
900
58 167
167
780
368
1680
06:00
58 232
71 196
06:15
61 204
70 166
06:30
91 227
101
165
06:45
112
206
322
869
124
149
366
676
688
1545
07:00
109
209
159
152
07:15
128
214
181
186
07:30
168
207
195
163
07:45
139
193
544
823
251
154
786
655
1330
1478
08:00
182
152
248
169
08:15
149
144
204
183
08:30
128
146
196
135
08:45
132
98 591
540
185
156
833
643
1424
1183
09:00
114
124
193
175
09:15
84 97
177
148
09:30
108
108
139
129
09:45
111
129
417
458
130
120
639
572
1056
1030
10:00
111
73 119
129
10:15
117
88 138
98 10:30
135
77 122
105
10:45
132
53 495
291
131
90 510
422
1005
713
11:00
129
58 141
62 11:15
125
42 139
66 11:30
140
48 145
44 11:45
117
48 511
196
139
42 564
214
1075
410
Total
Percent
Grand
Total
Percent
ADT
3457
7729

30.9% 69.1%
4213
7271

36.7% 63.3%
3457 7729

30.9% 69.1%
ADT 22,670 AADT 22,670
Exhibit 5 391
7670
15000

33.8% 66.2%
4213 7271

36.7% 63.3%
7670 15000

33.8% 66.2%

Page 193 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Clara St to Garfield Ave Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
3 2
4 2
5 5
7 7
12 15
10 8
7 5
10 3
1 1
2 1
1 0
0 0
0 0
0 0
0 0
0 0

0.00%

2.70%

1.80%

3.60%

1.80%

4.50%

6.31%

10.81%

13.51%

9.01%

7.21%

6.31%

4.50%

9.01%

2.70%

0.90%

1.80%

0.90%

0.00%

0.00%
0 00%

0.00'/

0.00%

2.70%

4.50%

8.11%

9.91%

14.41%

18.92%

25.23%

31.53%

42.34%

55.86%'',

64.86%

72.07%

78.38%

82.88%

91.89%

94.59°/u',

95.50%'.

96.40°/n',,

98.20°%',

99.10%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 10:50 AM To 11:35 AM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Yes
DATA ANALYSIS:

Mean Speed: 35
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 35
85th Percentile: 40
97th Percentile: 44
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 77.48%
Comments:
120%
11%
a
Cumulative Frequency Distribution
q y
4,
60%
% •
E
8D%
0%
o o' 'I rye ,bP „S'� IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
m 8
it 6
4 2
i I I l;
I
i
i iIiIII,I,
0 �"ii
O 0 0 , 9, ,p ryb ,3,s rba ^;1 p) p RHO � hry hh
Spot Speed, mph
Total: 111 100%
Exhibit 5
392

Page 194 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Clara St to Garfield Ave Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
l3
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 3 l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 0
0 0
0 0
0 0
1 2
0 9
4 8
9 6
5 9
7 6
6 6
9 7
6 4
3 3
0 0
0 1
l
0 0
0 0
0 0
0 0

0.00%

0.89%

1.79%

0.00%

8.04%

3.57%

7.14%

8.04%

5.36%

4.46%

8.04%

6.25%

5.36%

8.04%

6.25%

5.36%

3.57%

2.68%

0.00%

0.89%

0.00%

0.00°/,

0.00%

0.00'/

0.00%

0.89%

2.68%

10.71%

14.29%

21.43%

29.46%

34.82%

39.29%

47.32%

53.57%'',

58.93°/x

64.29%

69.64%

77.68% •

83.93%

89.29%

92.86%'.
)5.54 °
/n

98.2140

98.21%

99.110/
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/,
100.00%
100.00%
100.00'%
Hours: 10:50 AM To 11:35 AM
Number of Lanes: 02 NB / 02 SB red Activity: Med
Posted Speed: 40
Channe►ization: Median 2 way traffic
sweet Width: 75' sideeal Yes
Comm./Resid.: Commercial »rive •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 35
Standard Deviation: 5
Standard error of the mean: 0.47
50th Percentile: 35
85th Percentile: 41
97th Percentile: 44
10 Mile Pace: 30 to 39
% of Samples in 10 -Mile Pace: 63.39%
Comments:
120%
11%
Cumulative Frequency Distribution
`u
) -
u.
fi11%
%
�
8D%
0%
Nr5 ^� 0 �� ry`' �4 �^ �t �A 0.0 �� ,o9' 5y44
Spot Speed, mph
Frequency Distribution
18 16
14 ..
12 v10
m 8
6 it
4 2
r
'
� � � � � � � � � � � � � � � �
a [ I I I; [
Spot Speed, mph
Total: 112 100%
Exhibit 5
393

Page 195 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Florence Ave
Btwn West City Limits & Jaboneria Rd
Start 10 -Jun -15 West Hour Totals East Hour Totals Combined Totals Time
Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
32 34
26 70
83 85
52 52
46 226
218
243
12:45
24 82
116
320
46 254
196
941
312
1261
01:00
28 84
43 248
01:15
22 76
33 271
01:30
24 85
34 263
01:45
20 80
94 325
27 262
137
1044
231
1369
02:00
20 72
17 264
02:15
20 83
32 308
02:30
18 84
20 316
02:45
17 92
75 331
22 313
91 1201
166
1532
03:00
14 98
27 294
03:15
19 109
27 334
03:30
25 80
36 272
03:45
27 97
85 384
50 298
140
1198
225
1582
04:00
21 83
39 286
04:15
28 98
40 344
04:30
46 77
54 276
04:45
44 86
139
344
64 303
197
1209
336
1553
05:00
44 86
74 338
05:15
52 82
94 354
05:30
44 84
98 340
05:45
52 96
192
348
150
342
416
1374
608
1722
06:00
56 90
127
307
06:15
50 84
132
326
06:30
45 78
128
274
06:45
50 78
201
330
170
310
557
1217
758
1547
07:00
48 70
173
302
07:15
54 68
202
243
07:30
56 66
203
231
07:45
58 64
216
268
269
233
847
1009
1063
1277
08:00
59 58
282
196
08:15
52 54
201
188
08:30
53 57
207
172
08:45
56 47
220
216
192
170
882
726
1102
942
09:00
64 55
175
170
09:15
57 61
204
170
09:30
63 56
186
153
09:45
74 57
258
229
169
138
734
631
992
860
10:00
64 40
216
124
10:15
62 56
216
128
10:30
69 41
188
122
10:45
64 32
259
169
222
106
842
480
1101
649
11:00
68 44
231
65 11:15
72 42
184
84 11:30
68 32
242
68 11:45
77 36
285
154
236
54 893
271
1178
425
Total
Percent
Grand
Total
Percent
ADT
2140
3418

38.5% 61.5%
5932
11301

34.4% 65.6%
8072
14719

35.4% 64.6%
2140 3418

38.5% 61.5%
ADT 22,791 AADT 22,791
Exhibit 5 394
5932 11301

34.4% 65.6%
8072 14719

35.4% 64.6%

Page 196 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: West City L'mits to Jaboneria Rd Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
1)
0 0
0 0
0 1
2 2
7 6
3 5
3 5
9 3
5 9
15 8
6 3
4 3
2 1
1 l
l
I
0 0
0 0
0 0
0 0.00%

0.00%

0.94%

1.89%

6.60%

5.66%

2.83%

4.72%

2.83%

4.72%

8.49%

2.83%

4.72%

8.49%

14.15%

7.55%

5.66%

2.83%
°

3.77 /°

2.83%

1.89%

0.94%

0.00%

0.00%
0 00%

0.00'/

0.00%

0.94%

2.83%

4.72%

11.32%

16.98%

19.81%

24.53%

27.36%
_32.08%

40.57%

43.40%

48.11%

56.60%

70.75%

78.30%

83.96%

86.79°/,''.

90.57°/n',,

93.40°/0

95.28%

96.23%

97.17%

98.11%

99.06%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:50 PM To 1:35 PM
Number of Lanes: 02 WB / 02 EB red Activity: Med
Posted Speed: 40
<:hannelization: Skip Dash 2 way tralro
street Width: 75' side„ .,,tom: Yes
Comm./Resid.: Commercial oee rays: Yes
Direction: Eastbound Nteztiaae No
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 5
Standard error of the mean: 0.49
50th Percentile: 38
85th Percentile: 42
97th Percentile: 47
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 64.15%
Comments:
120%
11%
°1
Cumulative Frequency Distribution
c°
fi0%
E ...
8D%
0%
O 0 O � ? y", "5 'SA 'S7 p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 .. ... _..
12 ;10
8 m
it 6
4 2
1111,,,,I
,, I I I I; A
1,1,1All I I ,
6 O 0 0 ,19, ,p ,yb ,,,s „bP „y1, t0 p 6 � h1' hh
Spot Speed, mph
Total: 106 100%
Exhibit 5
395

Page 197 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: West City L'mits to Jaboneria Rd Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 57
0 0
0 0
0 0
0 1)
0 0
0 0
0 3
1 0
6 3
3 3
6 6
4 10
10 10
10 13
5 2
2 3
1 3
1 3
2 0
0 0
0 0
0 0
0 0.00%

0.00%

2.73%

0.91%

0.00%

5.45%

2.73%

5.45%

3.64%

9.09%

11.82%

4.55%
[82%
°
1_82/°

2.73%

0.91%

2.73%

0.91%

2.73%

1.82%

0.00%

0.00'/

0.00%

2.73%

3.64%

9.09%

11.82%

14.55%

17.27%

22.73%

28.18%

31.82%',

40.91%

50.00%

59.09%

68.18%

80.00%

84.55%

86.36%'.

88.18°/n',,

90.91°A

91.82%

94.55%

95.45%

98.18%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00% tijU.ii�ll��
100.00'%
Hours: 12:50 PM To 1:35 PM
Number of Lanes: 02 WB / 02 EB red Activity: Med
Posted Speed: 40
<:hannelization: Skip Dash 2 way tralro
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Westbound Nteuaae No
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 37
85th Percentile: 42
97th Percentile: 48
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 70.00%
Comments:
120%
1ag%
°1
Cumulative Frequency Distribution
co -
u.
60%
E
8D%
0%
,,r5 .� O tL t �? y^ 5P �7 p0 �`5 �o �� ,o9' 5y
Spot Speed, mph
Frequency Distribution
18 16
14 -. -.. .. _ .. _..
12 v10
8 m
6 Li
4 2
itt56
O 0 0 ,19, ryh ,yb ,s'• „t. ,S'l tp p 6 � h1' hh
Spot Speed, mph
Total: 1 10 100%
Exhibit 5
396

Page 198 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Emil Ave
Btwn Florence Ave & Scout Ave
Start 02 -Jun -15 North Hour Totals South Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
0 3
1 32
17 14
1 5
5 48
35 36
12:45
0 11
4 74
2 32
13 151
17 225
01:00
0 14
2 42
01:15
0 16
3 40
01:30
0 14
1 34
01:45
0 14
0 58
0 45
6 161
6 219
02:00
1 9
1 40
02:15
1 15
1 38
02:30
1 20
2 38
02:45
0 16
3 60
0 36
4 152
7 212
03:00
2 12
2 42
03:15
0 21
1 44
03:30
0 21
1 27
03:45
3 11
5 65
3 18
7 131
12 196
04:00
0 10
0 18
04:15
5 14
2 20
04:30
4 13
4 21
04:45
2 11
11 48
3 13
9 72
20 120
05:00
1 11
8 14
05:15
2 18
6 24
05:30
1 21
12 32
05:45
3 15
7 65
18 20
44 90
51 155
06:00
4 21
8 24
06:15
4 16
16 24
06:30
2 21
17 24
06:45
3 15
13 73
40 13
81 85
94 158
07:00
9 9
34 10
07:15
10 8
55 14
07:30
10 20
62 32
07:45
17 12
46 49
72 17
223
73 269
122
08:00
8 18
64 29
08:15
14 10
50 12
08:30
13 7
38 11
08:45
9 8
44 43
35 10
187
62 231
105
09:00
5 20
26 37
09:15
8 22
25 40
09:30
14 18
24 28
09:45
17 11
44 71
19 20
94 125
138
196
10:00
14 3
21 7
10:15
12 2
30 2
10:30
5 3
20 3
10:45
8 1
39 9
32 2
103
14 142
23 11:00
13 2
29 3
11:15
15 5
26 6
11:30
24 2
46 4
11:45
16 3
68 12
30 4
131
17 199
29 Total
Percent
Grand
Total
Percent
ADT
284
627

31.2% 68.8%
902
1133

44.3% 55.7%
284 627

31.2% 68.8%
ADT 2,946 AADT 2,946
Exhibit 5 397
1186
1760

40.3% 59.7%
902 1133

44.3% 55.7%
1186 1760

40.3% 59.7%

Page 199 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Emil Avenue
Spt.Spd. Location: Florence Ave to Scout Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 C C C C O C C m, N r- oC N •3" - h C C h h +n M*— *-+ C C C C C 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0

0.00%

2.70%

1.80%

6.31%

7.21%

10.81%

12.61%

9.91%

8.11%

9.01%

6.31%

4.50%

2.70%

0.90%

0.00%

0.00'/

0.00%

2.70%

4.50%

10.81%

18.02%

28.83%

41.44%

51.35%

59.46%

68.47%

77.48%

83.78%

90.09%

94.59%

97.30%

98.20%

99.10%',
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%'.
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 2:00 PM To 3:00 PM
Number of Lanes: 01 NB / 01 SB red Activity: Low
Posted Speed: 25
<:hannelization: Skip Dash 2 way tralro
Street Width: 40 side...at : Yes
Comm./Resid.: Comm/Res oee ars: Yes
Direction: Northbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 27
Standard Deviation: 3
Standard error of the mean: 0.28
50th Percentile: 26
85th Percentile: 31
97th Percentile: 33
10 Mile Pace: 22 to 31.
% of Samples in 10 -Mile Pace: 85.59%
Comments:
120%
11°x°
a
Cumulative Frequency Distribution
co -
u.
e.0%
'', %•
E
', 8D%
0%
x,`3 ,pro O rt`L rye 'I rye ,5P „b Ix C`S fro �� ,,D`1. 4) Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
it 6
4 2
11",k [ m [ ; ; , ; i i i I I I I � � i I
0 „ � � i`'� i �� ; ; ; � i
'\3 0 0 '19' � � ^3'` 4" ^I1 1$' P h1' hh
Spot Speed, mph
Total: l 11 100%
Exhibit 5
398

Page 200 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Emil Avenue
Spt.Spd. Location: Florence Ave to Scout Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
3l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 0
0 0
0 4
10 10
11 13
14 9
7 6
8 S
3 2
3 1
0 1
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

3.70%

9.26%

10.19%

12.04%

1.2.96%

8.33%

6.48%

5.56%

7.41%

4.63%

2.78%

1.85%

2.78%

0.93%

0.00%

0.93%

0.930

0.00%

0.00°/.

0.00%

0.00%
000%

0.00'/

0.00%

3.70%

12.96%

22.22%
_32.41%

44.44%

57.41%

65.74%

72.22%

77.78%

85.19%

89.81%

92.59%

94.44%

97.22%''',

98.15%I

98.15%''

99.07%
100.00%
100.00%
100.00%
100.00°A'
100-00°/n
100.00°A
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/,
100.00%
100.00%
100.00'%
Hours: 2:00 PM To 3:00 PM
Number of Lanes: 01 NB / 01 SB red , wiry: Low
Posted Speed: 25
<:hannelization: Skip Dash 2 way tralro
Street Width: 40 side...at : Yes
Comm./Resid.: Cot um/Res oee ars: Yes
Direction: Southbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 28
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 27
85th Percentile: 31
97th Percentile: 35
10 Mile Pace: 23 to 32
% of Samples in 10 -Mile Pace: 86.11%
Comments:
120%
Cumulative Frequency Distribution
11%
°

6.0%
E
'. 8D%
0%
3 ,\ro O .1,L '1h `1,‘b ,yN 4` „y1 0 0 C0 O ,o'L CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
6 it
4 2
IIII,k,koi
, , H ,
----
It -A-
l l !, ,,,m,
0 rfp
Spot Speed, mph
Total: 108 100%
Exhibit 5
399

Page 201 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Florence Ave
Btwn Jaboneria Rd & Garfield Ave
Start 02 -Jun -15 East Hour Totals West Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
36 32
22 166
188
176
46 32
34 198
189
192
12:45
22 184
112
714
27 178
139
757
251
1471
01:00
20 208
23 200
01:15
16 186
22 168
01:30
17 228
27 168
01:45
11 204
64 826
13 186
85 722
149
1548
02:00
17 234
14 187
02:15
14 272
20 196
02:30
18 291
20 220
02:45
13 266
62 1063
13 205
67 808
129
1871
03:00
11 286
4 198
03:15
15 253
14 270
03:30
21 265
24 212
03:45
28 244
75 1048
36 237
78 917
153
1965
04:00
24 249
18 192
04:15
40 274
39 212
04:30
29 250
40 218
04:45
47 306
140
1079
50 242
147
864
287
1943
05:00
50 210
47 216
05:15
60 282
74 238
05:30
86 258
90 202
05:45
95 276
291
1026
102
244
313
900
604
1926
06:00
70 294
120
200
06:15
110
288
184
221
06:30
102
241
156
192
06:45
136
240
418
1063
240
164
700
777
1118
1840
07:00
152
281
234
198
07:15
174
220
276
160
07:30
206
219
260
204
07:45
257
176
789
896
277
163
1047
725
1836
1621
08:00
299
175
266
193
08:15
214
148
268
148
08:30
194
160
20B
158
08:45
157
140
864
623
237
174
979
673
1843
1296
09:00
154
142
186
168
09:15
146
118
159
202
09:30
166
101
182
142
09:45
162
92 628
453
174
134
701
646
1329
1099
10:00
150
87 191
100
10:15
150
87 156
124
10:30
192
88 190
69 10:45
166
67 658
329
152
102
689
395
1347
724
11:00
166
60 188
76 11:15
158
43 140
64 11:30
207
50 216
64 11:45
166
40 697
193
174
41 718
245
1415
438
Total
Percent
Grand
Total
Percent
ADT
4798
9313

34.0% 66.0%
5663
8429

40.2% 59.8%
10461

37.1% 62.9%
17742
4798 9313

34.0% 66.0%
ADT 28,203 AADT 28,203
Exhibit 5 400
5663 8429

40.2% 59.8%
10461 17742

37.1% 62.9%

Page 202 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Jaboneria Rd to Garfield Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
2 4
2 6
6 4
8 4
6 9
5 7
10 8
11 9
3 4
3 5
1 1
1 0
0 1
1 0
0 1
0 0

0.00%

1.64%

3.28%

1.64%

4.92%

3.28%

6.56%

3.28%

4.92%

7.38%

4.10%

5.74%

8.20%

6.56%

9.02%

7.38%

2.46%
°
328 /°

2.46%

4.10%

0.82%

0.00%

0.82%

0.00%

0.82%

0.00%

0.00'/

0.00%

1.64%

4.92%

6.56%

11.48%

16.39%

19.67%

26.23%

29.51%

34.43%

41.80%'',

45.90%

51.64%

59.84%

66.39%

75.41 %

82.79°/u',

85.25%'.

88.52°/n',,

90.98°A

95.08%

95.90%

96.72%

97.54%

98.36%

99.18%

99.18°/x,
100.00%
100.00%
100.00'%
Hours: 9:30 AM To 10:25 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 40
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 6
Standard error of the mean: 0.54
50th Percentile: 37
85th Percentile: 42
97th Percentile: 48
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 63.11%
Comments:
120%
1ag%
°1
Cumulative Frequency Distribution
c° -
u.
fi0%
% •
E
8D%
0%
O 0 O tL y� � ? y^ �P r57 p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 .. _ .. _..
a12
;10
8 m
6 Li
4 2
, ,�� i
.Almilli Ill
a
03 ^6 O ,1,9, tip ti� ,s^ ,Sa ,S1 t0 p � � h1' hh
Spot Speed, mph
Total: 122 100%
Exhibit 5
401

Page 203 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Jaboneria Rd to Garfield Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 I
1 0
0 1
3 4
3 4
9 6
4 5
4 5
6 15
9 8
5 I
7 2
5 1
1 2
1 0
0 0
0 0
0 0
0 0

0.00%

0.88%

0.00%

0.88%

2.65%

3.54%

2.65%

3.54%

7.96%

5.31%

3.54%

4.42%

3.54%

4.42%

5.31%

13.27%

7.96%

7.08%

4.42%

0.88%

6.19%
°

1.77 /°

4.42%

0.88%

1.77%

0.88%

0.00%

0.00'/

0.00%

0.88%

1.77%

2.65%

5.31%

8.85%

11.50%

15.04%

23.01%

28.32%

31.86%

36.28%
_39.82%

44.25%',

49.56%',

62.83%

70.80%

77.88%

82.30% o

83.19%

89.38%''.

91.15 °/n

95.58°A

96.46%

97.35%

99.12%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00'%
Hours: 9:30 AM To 10:25 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 40
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Westbound Nteuaae No
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 6
Standard error of the mean: 0.56
50th Percentile: 37
85th Percentile: 42
97th Percentile: 46
10 Mile Pace: 30 to 39
% of Samples in 10 -Mile Pace: 62.83%
Comments:
120%
11%
°1
Cumulative Frequency Distribution
-
e.0%
E
8D%
0 ',,,
x,r5 0 O 'I 'ID y^ "5 ''DA ''D7 p0 C‘`5 �o �� ,,DL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
8 m
it 6
4 2
0 03 0 O titi mac, �� "3^ Sa ,S1 10 P h1' hh
Spot Speed, mph
Total: 1 13 100%
Exhibit 5
402

Page 204 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Florence Ave
Btwn Garfield Ave & East City Limits
Start 02 -Jun -15 East Hour Totals West Hour Totals Combined Totals Time
Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
20 16
16 86
94 96
60 48
36 238
229
256
12:45
12 84
64 360
37 262
181
985
245
1345
01:00
16 79
29 247
01:15
17 94
29 221
01:30
12 92
34 227
01:45
10 92
55 357
16 260
108
955
163
1312
02:00
9 102
19 252
02:15
10 104
24 270
02:30
14 107
14 234
02:45
7 122
40 435
20 282
77 1038
117
1473
03:00
11 134
9 364
03:15
12 123
20 340
03:30
15 132
22 347
03:45
18 130
56 519
34 322
85 1373
141
1892
04:00
16 134
30 300
04:15
26 150
28 312
04:30
24 141
35 330
04:45
22 129
88 554
44 326
137
1268
225
1822
05:00
24 129
70 308
05:15
31 126
70 330
05:30
28 128
96 335
05:45
36 114
119
497
144
333
380
1306
499
1803
06:00
28 114
140
337
06:15
32 98
204
280
06:30
47 100
247
291
06:45
40 84
147
396
348
236
939
1144
1086
1540
07:00
51 88
374
288
07:15
61 82
460
261
07:30
62 66
505
267
07:45
70 70
244
306
488
232
1827
1048
2071
1354
08:00
70 61
490
238
08:15
65 60
384
223
08:30
70 56
372
206
08:45
56 58
261
235
325
233
1571
900
1832
1135
09:00
60 56
279
221
09:15
56 47
246
204
09:30
76 50
238
188
09:45
80 40
272
193
254
156
1017
769
1289
962
10:00
74 36
238
143
10:15
91 36
217
154
10:30
90 44
247
120
10:45
96 27
351
143
203
100
905
517
1256
660
11:00
83 30
226
96 11:15
97 30
208
82 11:30
96 29
256
78 11:45
86 31
362
120
208
58 898
314
1260
434
Total
Percent
Grand
Total
Percent
ADT
2059
4115

33.3% 66.7%
8125
11617

41.2% 58.8%
2059 4115

33.3% 66.7%
ADT 25,916 AADT 25,916
Exhibit 5 403
10184

39.3% 60.7%
15732
8125 11617

41.2% 58.8%
10184 15732

39.3% 60.7%

Page 205 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Garfield Ave to East City Limits Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
2 1
3 5
3 5
3 4
3 7
7 6
8 13
9 8
8 4
4 4
3 3
1 1
1 0
0 0
0 0
0 0
0 0

0.00%

1.72%

0.86%

2.59%

4.31%

2.59%

4.31%

2.59%

3.45%

2.59%

6.03%

5.17%

6.90%

1.1.21%

7.76%

6.90%

6.90°/

3.45%

3.45.i

3.45%

2.59%

0.86%

0.00%

0.00'/

0.00%

1.72%

2.59%

5.17%

9.48%

12.07%

16.38%

18.97%

22.41%

25.00%

31.03%

37.07%

42.24%'',

49.14°/x

60.34%

68.10%

75.00%

81.90%

85.34%

88.79°/,''.

92.24°A

94.83%

97.41%

98.28%

99.14%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 10:25 AM To 11:10 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 40
Channelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Eastbound No
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.46
50th Percentile: 37
85th Percentile: 41
97th Percentile: 45
10 Mile Pace: 33 to 42
% of Samples in 10 -Mile Pace: 63.79%
Comments:
120%
11%
a
Cumulative Frequency Distribution
>v -
u.

6.0%
% •
E
8D%
0%
0 0 0 ti ^ P A o `5 0 L h
> i 'l '5 "5 ^s o, l o ,o 5
Spot Speed, mph
Frequency Distribution
18 16
14 12
;10
8 m
it 6
4 2
rt
II „
t
V
ttt
I I I
..
1111A. I I I I I[ m I I I
0 � i [ I I . , i l l
03 ^6 O ,L9, ,p tib ,s^ ,St. ,S1 so p � � hry hh
Spot Speed, mph
Total: 116 100%
Exhibit 5
404

Page 206 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Garfield Ave to East City Limits Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
1 1
1 4
1 2
2 5
11 7
8 9
6 6
11 9
10 3
2 1
1 1
2 1
3 0
0 0
0 0
0 0
0 0

0.00%

0.93%

3.70%

0.93%

1.85%

4.63%

10.19%

6.48%

7.41%

8.33%

5.56%

10.19%

8.33%

9.26%

2.78%
1_85%

0.93%

1.85%

0.93%

2.78%

0.00%

0.00°/,

0.00%

0.93%

1.85%

2.78%

6.48%

7.41%

9.26%

11.11%

15.74%

25.93%

32.41%

39.81%

48.15%'',

53.70%

59.26%''

69.44%

77.78%

87.04%

89.81%

91.67%''.

92.59°/n',,

93.524°

94.44%

96.30%

97.22%
100.00%
100.00%
100.00%
100.00°/,
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00°A
Hours: 10:25 AM To 11:10 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 40
Channelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Westbound No
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 36
85th Percentile: 40
97th Percentile: 47
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 75.93%
Comments:
120%
11%
°1
Cumulative Frequency Distribution
c° -
u.
fi0%
% •
E
8D%
0%
x,`3 ,pro O rt`L rye 'I ,yam ,5P „b Ix C` fro �� ,,D`l. 4) Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
6 m
it 6
4 2
0 03 0 O ,L,i, Lg �� "3^ ,Sp '1 1$' P h1' hh
Spot Speed, mph
Total: 108 100%
Exhibit 5
405

Page 207 of 577 ends

Time

12.00 12:15
12:30
12:45

01.00 01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
0915
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
Grand
Total
Percent
ADT
Exhibit 5
2 -Jun -15 East
Tue Morning Afternoon
11 70
23 64
5 71
18 67
7 66
22 70
9 8
12 8
9 10
117
10 8
10 14
30 21
20 28
29 30
49 69
95 62
65 58
60 55
69 63
111
63 57
63 66
58 70
61 54 42
57 34
66 37
56 22
71 20
51 23
58 18
72 11
64 19
2086 2981

41.2% 58.8%
7 8
94 72
96 87
78 82
76 90
79 68
78 92
66 56
76 67
65 64
53 42
45 46
2086 2981
City Traffic Counters
www.. ctco u nters. co m
ur Totals
West
Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12 114
18 98
16 76
57 272 9 89 55 377) 112
10 82
7 102
7 86
50 305 7 110 31
10 113
8 98
9 120
46 333j 14 106 41 4371 87 770
3 160
8 124
11 62 349) $ 111 30 5251 92 874
16 107
15 102
20 130
326 29 103 80 442 178 768
25 90
46 104
42 $3
243 306 42 88 155 315 I 398 671
75 63
77 245 290 73 ( 288 360 533 650
86 105
129
298 255 k 94 9 414 317 j 712 572
110
92 97
249 1901 89 388 263j 637 453
87 94
102
243 171 84 351 367 1561 610 327
111 40
86 42
100
250 1131 101 15j 3'98 130 648 243
87 24
107 25
110 2
245 711 69 373
2620

40.5%

Page 1 ends

Florence Place
Btwn Florence Ave & Garfield Ave
86 85
69 0
78 0
71 69
65 58
50 42
29 4B
59 5%
2620 3848

41.2% 58.8% 40.5 % 59.5%
ADT 11.535 AADT 11,535
406
Hour Totals Combined Totals
81 685

61.5.. 167
4706 6829

40.8% 59.,2%%
4706 6829

40.8% 59.2%

Page 208 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Florence Ave to Garfield Ave Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly sunny
l3
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 3 l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 1
2 0
6 7
S
4 8
11 6
11 11
7 8
S
4 5
3 2
0 0
1 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

0.92%

1.83%

0.00%

5.50%

6.42%

4.59%

3.67%

7.34%

10.09%

5.50%

10.09%

6.42%

7.34%

4.59%

3.67%

4.59%

2.75%

1.83%

0.00%

0.92%
°

1.83 io

0.00%

0.00'/

0.00%

0.92%

2.75%

8.26%

14.68%

19.27%

22.94%

30.28%

40.37%

45.87%

55.96%

66.06%

72.48%

79.82%

84.40%

88.07%

92.66%

95.41%'',

97.25%

98.17%
100.00°/u i°
100.00%
100.00%'.
100.00°/n',
100.00%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:10 AM To 12:00 PM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 30
<:hannelization: Skip Dash 2 way tralro
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Eastbound Nteuaae No
DATA ANALYSIS:

Mean Speed: 28
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 28
85th Percentile: 33
97th Percentile: 36
10 Mile Pace: 22 to 31.
% of Samples in 10 -Mile Pace: 71.56%
Comments:
120%
11%
a
Cumulative Frequency Distribution
lv -
u.
641%
•
', 8D%
0%
O ,pro O rt`L rye 'I rye ,5P „b Ix C` fro �� ,,D`1. 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
6 it
4 2
i�
�� ; ; ; �
i
� � � � �
� � � �
0 ��
'\r5 0 O '1`1' �, �, "j'` 4" '5\ 1$' P <0ry by
Spot Speed, mph
Total: 109 100%
Exhibit 5
407

Page 209 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Florence Ave to Garfield Ave Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 C C C C C C C N yr N rh a^, x ^3" v� N N r 'v� m, [" N s-+ C* N C C C C C C C C C C C C C C C C C C

0.00%

1.80%

4.50%

1.80%

3.60%

7.21%

12.61%

13.51%

10.81%

10.81%
6_31%

5.41%

2.70%

6.31%

1.80%

0.90%

0.00%

0.90%

1.80%

0.00%

0.00'/

0.00%

1.80%

6.31%

8.11%

11.71%

18.92%

26.13%

38.74%

52.25%

63.06%

73.87%

80.18%

85.59%

88.29%

94.59%

96.40%'',

97.30%

98.20%
100.00%
100.00%
100.00%
100.00%''.
100.00°/n',
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:10 AM To 12:00 PM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 30
<:hannelization: Skip Dash 2 way tralro
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Westbound Nteuaae No
DATA ANALYSIS:

Mean Speed: 29
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 28
85th Percentile: 32
97th Percentile: 36
10 Mile Pace: 25 to 34
% of Samples in 10 -Mile Pace: 82.88%
Comments:
120%
11%
a
Cumulative Frequency Distribution
lv -
u.
fi0%
'', %•
E
', 8D%
0%
O ,pro 0 rtL rye 'I rye ,5P „b Cs C` fro �� ,o`1. 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
it 6
4 2
��
�i i i i I I I I
i � � � � � ; i � � � �
0 � ; ; � i i I� � '� ; ; ; � i
�3 0 O '19' � � ^5'` ^5a ^�1 1$' P h1' hh
Spot Speed, mph
Total: l 11 100%
Exhibit 5
408

Page 210 of 577 ends

City Traffic Counters Page 1
www.ctcounters.com
Florence Place
Btwn Garfield Ave & Scout Ave
Start 02 -Jun -15 East
Time Tue Morning Afternoon
12:00 10 18
12:15 7 30
12:30 2 23
12:45 2 20
01:00 1 18

01.15 1 20
01:30 1 26
01:45 0 49
02:00 2 38
02:15 4 38
02:30 4 31
02:45 4 49
03:00 1 53
03:15 7 45
03:30 2 34
03:45 9 43
04:00 4 44
04:15 7 38
04:30 6 29
04:45 6 53
05:00 6 32
05:15 17 34
05:30 17 47
05:45 21 37
06:00 13 50
06:15 18 31
06:30 14 43
06:45 20 24
07:00 20 38
07:15 25 29
07:30 38 20
07:45 66 26
08:00 28 14
08:15 15 15
08:30 26 13
08:45 21
09:00 15
09:15 21
09:30 16
09:45 18
10:00 15
10:15 21
10:30 22
10:45 24
11:00 30
11:15 21
11:30 23 7
11:45 _... 24 2
Total 695 1290
Percent 35.0% 65.0%
Grand 695 1290
Total
Percent
ADT
18 10
10'
11 3
7 35.0% 65.0%
Hour Totals
Morning Afternoon
21 91
14 156
19 175
23 164
61 150
65 148
149 113
90 61
70 65
82 31
ADT 3,870 AADT 3,870
23 es t Hour Totals Combined Totals
Morning Afternoon
3 24
5 17
2 19
1 17
1 28
4 19
0 23
2 32
1 89
1 28
3 27
1 31
0 47
2 43
3 42
3 20
2 46
2 34
12 31
6 29
10 32
10 32
15 25
9 33
16 19
26 18
22 25
24 21
27 16
48 20
46 17
66 20
84 16
24 12
29 9
28 8
23 13
23 9
27 9
21 11
30 5
18 7
21 7
12 6
21 2
22 3
44 4
38 2
838 1047

44.55 55.5%
Exhibit 5 409
838 1047

44.5% 55,5%
Morning Afternoon
11 77
7 102
6 175
$ 152
22 140
44 122
88 83
187 73
165 45
94 42
81 25
125 11
Morning Afternoon
32 168
10 215
20 331
27 327
45 304
105 272
153 231
336 186
255 106
164 107
163 56
223. 34.
1533 2337

39.6% 60.4%..
1533 2337

39.6% 60.4%

Page 211 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Garfield Ave to Scout Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 2
5 4
10 5
11 6
8 9
14 4
4 3
6 4
2 3
3 2
1 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

1.85%

4.63%

3.70%

9.26%

4.63%

10.19%

5.56%

7.41%

8.33%

12.96%

3.70%

2.78%

5.56%

3.70%

1.85%

2.78%

1.85%

0.93%

0.93°/n

0.00%

0.93%

0.00%

0.00'/

0.00%

1.85%

6.48%

10.19%

19.44%

24.07%

34.26%

39.81%

47.22%

55.56%

68.52%

72.22%

75.93%

78.70%',

84.26%

87.96%

89.81%

92.59%

95.37%

97.22%

98.15%'.

99.07°/n',,

99.07%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:00 PM To 12:50 PM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 30
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Eastbound Nteuaae No
DATA ANALYSIS:

Mean Speed: 31
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 31
85th Percentile: 37
97th Percentile: 41
10 Mile Pace: 24 to 33
% of Samples in 10 -Mile Pace: 70.37%
Comments:
120%
1ag°/
a
Cumulative Frequency Distribution
-
e.0%
E
E
8D%
0%
,,`3 ,pro 0 rtL rye 'I rye ,5P „5 Cs C` fro �� ,o9' 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
6 it
4 2
�
0 „ � i i I I �; ;; I i i '• tp ;, � � � l
,
O 0 O ,1`L ,-p yb ,r,,'• „�P „�'l p Rio � <0`L hh
Spot Speed, mph
Total: 108 100%
Exhibit 5
410

Page 212 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Garfield Ave to Scout Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
1 2
3 3
5 5
9 7
8 13
10 6
6 4
5 4
4 4
4 0
1 2
1 0
0 1
1 0
0 0
0 0
0 0
0 0

0.00%

0.92%

1.83%

2.75%

4.59%

8.26%

6.42%

7.34%
11_93%

9.17%

5.50%

3.67%

4.59%

3.67%

0.00%

0.92%

1.83%

0.92%

0.00%

0.92%

0.00%

0.00°/,

0.00%

0.00'/

0.00%

0.92%

2.75%

5.50%

8.26%

12.84%

17.43%

25.69%

32.11%

39.45%

51.38%

60.55%

66.06%

71.56%

75.23%'',

79.82%

83.49%

87.16%

90.83% •

94.50%

95.41%'.
/n',,

97.25°A

98.17%

99.08%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:00 PM To 12:50 PM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 30
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Westbound Nteuaae No
DATA ANALYSIS:

Mean Speed: 32
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 31
85th Percentile: 38
97th Percentile: 43
10 Mile Pace: 26 to 35
% of Samples in 10 -Mile Pace: 66.97%
Comments:
120%
11%
°
Cumulative Frequency Distribution
c° -
fi11%
%
E
8D%
0%
, ti ", P 7 0 `5 0 L h
�. �. '� ri, ry `L ry `3 `3 0. 0. P ,o 5
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
�r
i I ; I I I I I

� I I I I
��I ��
II I I I I I l I I I
0 � � � � � I I
03 ^6 0 ,1,9, tip ti� �^ ,Sa ,S1 to p � � hry hh
Spot Speed, mph
Total: 109 100%
Exhibit 5
411

Page 213 of 577 ends

City Traffic Counters Page 1
www.ctcaunters.com
Gage Ave
Btwn West City Limits & Garfield Ave
Start 02 -Jun -15 East Hour Totafs
Time Tue Morning Afternoon Morning Afternoon

12.00 28 117
12:15 26 147
12:30 16 138
12:45 15 160 85 562
01;00 15 132
01:15 13 177
01:30 9 163
01:45 9 165 46 637
02:00 9 147
02:15 13 178
02:30 13 203
02:45 16 209 51 737
03:00 20 186
03:15 24 190
03:30 24 202
03:45 24 217 92 795
04:00 24 236
04:15 39 226
04:30 47 219
04:45 50 229 160 910
05:00 52 231
05:15 69 224
05:30 153 202
05:45 101 212 375 869
06:00 100 202
06:15 129 215
06:30 160 195
06:45 144 207 533 819
07:00 154 174
07:15 203 186
07:30 214 145
07:45 177 168 748 673
08:00 160 126
08:15 147 153
08:30 137 110
08:45 116 122 580 511
09:00 93 104
09:15 106 105
09:30 111 110
09:45 108 96 418 415
10:00 118 77
10:15 108 67
10:30 101 54
10:45 140 46 467 244
11:00 98 38
11:15 128 60
11:30 101 38
11:45 115 40 442 ... . 176
Total 3997 7348
Percent 35.2% 64.8%
Grand 3997 7348
Total
Percent 35.2% 64.8%
ADT
Exhibit 5
ADT 23,803 MDT 23,803
West
Morning Afternoon Morning Afternoon Morning Afternoon
28 145
44 146
20 124
18 120! 110 5351, 195 1097
26 153
23 156
19 164
11 122! 79 595! 125 1232
12 156
16 163
13 191
20 205! 61 715) 112 1452
22 236
24 205
21 239
24 219! 91 899! 183 1694
28 206
34 209
59 216
58 243! 179 874! 339 1784
62 235
66 248
138 211
120 212! 386 906! 761 1775
128 205
139 204
190 181
208 187) 665 777! 1198 1596
239 166
284 163
246 188
230 187! 999 704! 1747 1377
209 155
190 153
181 127
193 147 773 582! 1353 1093
135 161
131 125'
132 111
146 102! 544 499! 962 914
126 82
147
135 64
117 59! 525 308! 992 552
104
119
111 43
113 45 ( 447 205.1_ 889 381
4859 7599 8856 14947

39.0% 61.0% 37.2% 62.8%
4859 7599 8856 14947
39 % 61.0% 37.2% 62.8%
412
Hour Totals Combined Totals

Page 214 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: West City L'mits to Garfield Ave Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
3 l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 0
0 0
0 0
0 1
1 4
3 4
9 9
9 7
9 6
8 9
6 4
4 4
5 0
2 1
1 1
0 2
0 0
0 0
0 0
0 0
0 0.00%

0.00%

0.92%

3.67%

2.75%

3.67%

8.26%

6.42%

8.26%

5.50%

7.34%

8.26%

5.50%

3.67%

3.67°/

4.59%

0.00%

1.83%

0.92°/n

0.92%

0.00%

1.83%

0.00%

0.00°'i

0.00%

0.00'/

0.00%

0.92%

1.83%

5.50%

8.26%

11.93%

20.18%

28.44%

36.70%

43.12%

51.38%

56.88%

64.22%'''

72.48%

77.98%

81.65%

85.32%

88.99%

93.58%

93.58%'.

95.41%

96.33°,/0,,

97.25%

98.17%

98.17%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/r,
100.00%
100.00%
100.00'%
Hours: 8:50 AM To 9:20 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 34
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 33
85th Percentile: 39
97th Percentile: 45
10 Mile Pace: 28 to 37
% of Samples in 10 -Mile Pace: 69.72%
Comments:
120%
11%
°1
Cumulative Frequency Distribution
co -
60%
}9
E
An%
0%
,5 ti ", P 7 0 `5 O L h
1 L 'l '5 "5 ^s ox D. D x ,o 5
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
6 it
4 . 1
2 �y
[ I I '
I � � � � � � � � � � � � � � � I
1 I
0 Spot Speed, mph
Total: 109 100%
Exhibit 5
413

Page 215 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: West City L'mits to Garfield Ave Ref # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0 0 C C 0 0 C C C 0 0 0 0 0 N M rt a N h N C n cc n N cf W M C 0 0 0 0 C 0 0

0.00%

1.82%

2.73%

3.6410

8.18%

1.82%

6.36%

10.91%

9.09%

8.18%

7.27%

8.18%

6.36%

3.64%

7.27%

5.45%

2.73%

1.82°/0

0.91%

0.00%

1.82%

0.00%

0.00'/

0.00%

1.82%

4.55%

8.18%

16.36%

18.18%

24.55%

35.45%

44.55%

52.73%',

60.00%

68.18%

74.55%

78.18%

85.45%

90.91%

93.64%'.

95.45%
45 /n

96.364%',

97.27%

98.18%

98.18%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 8:50 AM To 9:20 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Westbound Ntetiaae NO
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 35
85th Percentile: 40
97th Percentile: 45
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 72.73%
Comments:
120%
11°x°
a
Cumulative Frequency Distribution
q y
, -
e0%
E
8D%
0%
xr5 0 0 �� ry 9, 4?
�", �t �A 0.0 �,5 �� ,o9' 5y44
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
h

i
�

0 , , „ , , ; � ,��i „ i i i I'I';lik[ [[ I l
,`5 0 O ,19, ,p ,yb ,,,s „bP „y1, t0 p Rio � <O`L <Oh
Spot Speed, mph
Total: 1 10 100%
Exhibit 5
414

Page 216 of 577 ends

City Traffic Counters Page 1
www.ctcounters.com
Gage Ave
Btwn Garfield Ave & Emil Ave
Stem O2 -Jun -15 East
Time Tie Morning Afternoon
12:00 25 106
12:15 25 147
12:30 21 124
12:45 23 132
01:00 11 140
01:15 21 156
01:30 14 165
01:45 13 153
02:00 23 156
02:15 15 189
02:30 22 167
02:45 18 209
03:00 39 204
03:15 37 234
03:30 40 226
03:45 46 228
04:00 35 241
04:15 60 206
04:30 89 256
04:45 90 208
05:00 89 250'.
05:15 136 257
05:30 210 225
05:45 213 199
06:00 181 232
06:15 192 219
06:30 236 217
06:45 248 191
07:00 194 180
07:15 200 179
07:30 244 131
07:45 226 153
08:00 223 136
08:15 192 146
08:30 140 126
08:45 139 106
09:00 133 111
09:15 122 108
09,30 132 100
09:45 115 84
10:00 125 84
10:15 130 67
10:30 102 57
10:45 131 49
11:00 94
11:15 132
11:30 127
11:45
Total
Percent
Grand
Total
Percent
ADT
57 41
5205 7429

41.2% 58 8%
5205 7429

41.2°/ 58.8
Hour Totals
Morning Afternoon
Morning
32 32
22 94 509 I 18
20 22
10 59 614 I 8
16 78 721
162 8
274 911
648 9
857 859
864 643
694 514
502 403
488
257
485 175
ADT 23.683 AADT 23,683
Exhibit 5 415
Hoer Totals Combined Totals
Afternoon Morning Afternoon Morning Afternoon
131
112
129
122 104 494 198 1003
140
150
166
136 60 592 119 1206
186
147
9 158
12 187 50 678 128 1399
12 197
23 206
20 247
16 204 71 854 233 1746
12 184
14 199
50 218
37 230 113
31 203
62 222
85 215
75 191 253 831 901 1762
98 177
125 170
155 140
179 144 557 631 1414 1490
229 132
260 121
215 151
214 127 918 531 1762 1174
167 152
148 131
149 125
135 123 599 531 1293 1045
126 115
120 104
114 86
136 96 496 403 998 806
100 78
136 73
128 79
122 64 486 294 974 551
113 40
125 68
101 48
124 53 463 209 948_.. 384
4170 6879 9375 14308

37.7% 62.3% 39.6% 60.4%_
4170 6879 9375 14308
387 1742

37.7% 62.3% 39.6% 60.4%

Page 217 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Garfield Ave to Emil Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 2
1 1
1 1
2 1
4 5
8 5
12 13
11 6
7 4
6 4
5 3
2 2
0 0
0 1
0 1
0 0
0 0

0.00%

1.85%

0.93%

1.85%

0.93%

3.70%

4.63%

7.41%

4.63%

1.1.11%

1.2.04%

10.19%

5.56%

6.48%

3.70%

5.56%
°

3.70 /°

4.63%

2.78%

1.85%

0.00%

0.93%

0.00%

0.93%

0.00%

0.00'/

0.00%

1.85%

2.78%

3.70%

4.63%

5.56%

7.41%

8.33%

12.04%

16.67%

24.07%

28.70%',

39.81%I

51.85%''

62.04%

67.59%

74.07% o

77.78%

83.33°/,''.

87.04°/n',,

91.67%

94.44%

96.30%

98.15%

99.07%

99.07%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 9:20 AM To 9:45 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Eastbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 38
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 37
85th Percentile: 43
97th Percentile: 47
10 Mile Pace: 33 to 42
% of Samples in 10 -Mile Pace: 71.30%
Comments:
120%
11°x°
Cumulative Frequency Distribution
°1
) -
u.

8.11%
E ',
8D%
0%
O 0 O � ? y^ �P r57 p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 °° _.. _..
a12
;10
8 m
6 it
4 2
i t I I I ; ;�� I�I�I�i�l
I I
�l i , i it
0 03 ,6 O ,1,9, tip rfp ,s^ ,Sa ,S1 t0 p � � h1' hh
Spot Speed, mph
Total: 108 100%
Exhibit 5
416

Page 218 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Garfield Ave to Emil Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
2 0
4 2
2 1
4 4
8 6
6 15
6 6
8 11
4 6
1 3
4 2
0 0
0 0
0 0
0 1
0 0
0 0

0.00%

1.89%

0.00%

3.77%

1.89%

0.9410

3.77%

7.55%

5.66%

14.15%

5.66%

7.55%

10.38%

3.77°i0

5.66%

0.94%
2-83 %

3.77%

1.89%

0.00%

0.94%

0.00%

0.00'/

0.00%

1.89%

5.66%

7.55%

9.43%

10.38%

14.15%

17.92%

25.47%

31.13%
_36.79%

50.94%'',

56.60°/t

62.26%

69.81%

80.19%

83.96%

89.62%

90.57%'.
°
)3.40/n',,

97.17%

99.06%

99.0(i%

99.06%

99.06%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 9:20 AM To 9:45 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
<:hannelization: Skip Dash 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Westbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.49
50th Percentile: 35
85th Percentile: 41
97th Percentile: 44
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 71.70%
Comments:
120%
1 ag%
`u
Cumulative Frequency Distribution
) -
u.
(i0%
% •
E
8D%
0%
xr5 0 0 �4 �", �t r5A ' 0.0 C‘'5 �� ,o9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 -. -.. .. _ .. _..
a12
;10
m 8
ti 6
4 2
l � ; i i
i [ i l
��i � „ � i i �
I ll„ i
0 „ � i [ I I
,:5 0 O ,19, ,p ,yb ,s,, „bP „yl tp p Rio � <O`L <Oh
Spot Speed, mph
Total: 106 100%
Exhibit 5
417

Page 219 of 577 ends

City Traffic Counters Page 1
www. ctcounters. corn
Gage Ave
Etwn Emil Ave 8c East City Limits
Start 02 -Jun -15 lhrest Hour Totals
time Tue Morning Afternoon Morning Afternoon
12:00 33 122
12:15 34 113
12:30 25 112
12:45 19 102 111 449
01:00 17 126
01:15 21 139
01:30 18 147
01:45 10 141
02:00 15 141
02:15 16 129
02:30 16 150
02:45 11 181 58
03:00 12 200
03:15 23 182
03:30 11 239
03:45 24 189 70
04:00 18 202
04,:15 11 158
04:30 37 210
04:45 34 196 100
05:00 31 215
05:15 46 206
05:30 65 190
05:45 58 191 200
06:00 85 136

06.15 127 159
06:30 133 145
06:45 179 119 524
07:00 171 131
07:15 199 113
07:30 180 119
07:45 168 131 718
08:00 114 128
08:15 124 119
08:30 125 98
08:45 120 94 483
09:00 108 87
0915 109 90
09:30 104 83
09:45 116 77 437 337
10:00 98 69
10:15 141 68
10:30 106 67
10:45 104 63 449 267
11:00 110 50
11:15 124 71
11:30 84 33

11.45 105... 41 423
Total 3639 6282
Percent 36.7% 63.3%
Grand 3639 6282
Total
Percent 36.7% 63.3%
ADT
Exhibit 5
66 553
ADT 20,674 ADT 20,674
East
Morning Afternoon
22 106
18 11
12 13
15 14
13 17
14 20
20 31
39 44
43 34
65 92
98 91
137
199
221
154
172
231
240
204
204
229
219
208
206
138
154
141
114
126
113
118
119
116
102
112
110
129
123
5065

47.1%
131
137
144
133
137
160
139
158
152
93 87
78 77
76 73
121
104
114
204
229
192
252
195
200
196
184
157
134
141
131
110
131
103
97 105
109
77 88
74 63
48 55
55 46
Hour Totals
Morning Afternoon
63 55
Combined Totals
Morning Afternoon
174 967
121 1122
71 490 1 129
157
289
648
304
543
227 1114
389 1319
848 1670
797 7371 1321 1296
706
494
455
24 29 474
5688

52.9%
5065 5588

47..1% 52,9%a
516
4 348
221
1574 1010
1189 875
931 685
904 488
897 333
8704 11970

42.1% 57.9%
8704 11970

42.1% 57.9%
418 Page 220 of 577

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Emil Ave to East City Limits Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
1 2
2 2
4 6
5 6
8 13
11 10
10 4
6 3
2 3
2 3
3 0
0 1
0 0
0 1
0 0
0 0

0.00%

0.93%

1.85%

3.70%

5.56%

4.63%

5.56%

7.41%

12.04%

1.0.19%

9.26%

3.70%

5.56%

2.78%

1.85%
°

2.78/°

1.85%

2.78%

0.00%

0.93%

0.00%

0.93%

0.00%

0.00'/

0.00%

0.93%

2.78%

4.63%

6.48%

10.19%

15.74%

20.37%

25.93%

33.33%

45.37%',

55.56%

64.81%''

74.07%

77.78%

83.33%

86.11%

87.96°/,''.
90 .74°/n',,

92.59%

95.374/0

98.15%

99.07%

99.07%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 9:45 AM To 10:45 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
<:hannelization: Skip Dash 2 way tralro
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 36
85th Percentile: 41
97th Percentile: 46
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 73.15%
Comments:
120%
11°x°
°
Cumulative Frequency Distribution
q y
) -
u.
60%
E
8D%
0%
xr5 0 O � ? y^ �P gA p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 °° ... _..
a12
;10
8 m
Li 6
4 2
� � � � ; i II�
�I ��
� � �
0 ., r 1, t0
,�`3 �6 ,�� ,y`l' ryh ,yb ,s� „�P „�'l �O p Rio � <O`L hh Spot Speed, mph
Total: 108 100%
Exhibit 5
419

Page 221 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Emil Ave to East City Limits Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Partly Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
1)
0 0
0 0
1 0
0 1
2 8
4 6
9 10
10 8
4 10
6 5
7 7
0 3
3 3
1 1
l
I
0 0
0 0
0 0
0 0.00%

0.00%

0.90%

0.00%

0.90%

1.80%

7.21%

3.60%

5.41%

8.11%

9.01%

7.21%

3.60%

9.01%

5.41%

4.50%

6.31%

6.31%
°

0.00/°

2.70%

0.90%

0.00%

0.00'/

0.00%

0.90%

1.80%

3.60%

10.81%

14.41%

19.82%

27.93%
_36.94%

45.95%',

53.15%I

56.76%

65.77%

71.17%

75.68%

81.98%

88.29%''.
. °/n',,
8829 O

90.99%

93.69%

96.40%

97.30%

98.20%

99.10%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 9:45 AM To 10:45 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
<:hannelization: Skip Dash 2 way tralro
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Westbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 5
Standard error of the mean: 0.47
50th Percentile: 36
85th Percentile: 42
97th Percentile: 47
10 Mile Pace: 33 to 42
% of Samples in 10 -Mile Pace: 68.47%
Comments:
120%
11%
°1
Cumulative Frequency Distribution
, -
60%
E ... ,
8D%
0%
0 O � ? y", �P gA p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 -. -.. .. _.. _..
a12
v10
8 m
6 it
4 2
[ I I I I , i�i�i
i t
i
t
I
AlAll I l
0 o3 ^6 O ,L9, ,p ,tip ,s^ ,St. ,S1 so p � � hry hh
Spot Speed, mph
Total: l 11 100%
Exhibit 5
420

Page 222 of 577 ends

City Traffic Counters
www.ctcounters.com

Page 1 ends

Garfield Ave
Btwn Gage Ave & Florence Place
Start 02 -.tun -15 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Ai on Morning Afternoon Morning Afternoon 12-00 33 225 48 179
12;15 39 230 39 192
12;30 17 243 25 172
12:45 26 190 115 888 13 184 { 125 727 i 240
01:00 25 231 32 185
01:15 35 203 24 230
01:30 21 227 23 231
01:45 26 249 107 910 12 1981 91 844) 198 1754

02.00 28 249 16 215
02;15 38 216 23 214
02:30 21 284 26 270
02:45 35 249 122 998 36 3011 101 1000) 223 1998
03:00 29 276 17 233
03:15 28 294 24 276
03:30 37 284 40 298
03:45 64 292 158 1146 19 2871 100 10941 258 2240
04:00 44 240 36 287
04:15 71 284 30 301
04:30 116 231 42 305
04:45 136 268 367 1023 48 285! 156 11781 523 2201
05:00 100 230 46 319
05:15 132 255 62 319
05:30 208 222 81 306
05:45 234 224 674 931 86 312! 275 12561 949 2187
06:00 203 222 96 303
06:15 260 199 85 292
06:30 328 199 131 281
06:45 392 181 1183 801 139 227! 451 1103! 1634 1904
07:00 334 194 174 193
07:15 394 164 158 178
07:30 489 172 181 133
07:45 517 142 1734 672 183 132) 696 636! 2430 1308
08:00 381 147 198 129
08:15 413 143 178 120
08:30 349 137 153 103
08:45 325 115 1468 542 157 86 ( 686 438E 2154 980
09:00 321 118 150 67
09:15 256 82 154 98
09:30 254 125 156 84
09:45 262 88 1103 413 166 731 626 3221 1729 735
10:00 212 75 166 67
10:15 229 68 185 65
10:30 187 66 149 60
10:45 235 59 863 268 186 451 686 2371 1549 505
11:00 220 38 168 59

11.15 170 49 217 53
11:30 209 51 197 55
11:45 205 28 804 ...__ 166 1.81 391 763 206 1567 372
Total 8698 8758 4756 9041 13454 17799
Percent 49.8% 50.2% 34 5% 55.5% 43.0% 57.D%
Grand 8698 8755 4756 9041 13454 17799
Total
Percent 49.6% 50.2% 34.5% 65.5% 43.0% 57.0%
ADT ADT 31,253 AADT 31,253
Exhibit 5
421

Page 223 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Gage Ave to Florence P1 Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
3 l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 5
5 9
5 7
4 8
10 11
15 7
6 5
5 3
2 0
0 0
0 0
l
0 0
0 0
0 0
0 0

0.00%

0.00%
0,00%

0.00%

0.92%

0.00%

4.59%

8.26%

4.59%

6.42%

3.67%

7.34%

9.17%

1.0.09%

13.76%

6.42%

5.50%

4.59°/

4.59%

2.75%

1.83%

0.00%

0.92%

0.00%

0.00'/

0.00%

0.92%

5.50%

10.09%

18.35%

22.94%

29.36%

33.03%

40.37%

49.54%',

59.63°/t

73.39%

79.82%

85.32%.

89.91%

94.50%

97.25°/,'.
°

99.08 A

99.08%

99.08%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 8:20 AM To 8:50 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Yes
DATA ANALYSIS:

Mean Speed: 35
Standard Deviation: 4
Standard error of the mean: 0.38
50th Percentile: 36
85th Percentile: 39
97th Percentile: 42
10 Mile Pace: 30 to 39
% of Samples in 10 -Mile Pace: 75.23%
Comments:
120%
11°x°
'
Cumulative Frequency Distribution
) -
e.0%
•
�%
sx%
0%
ti ", P 7 0 `5 0 L h
�. �. '� ri, ry `L ry `3 `3 0. 0. P ,o 5
Spot Speed, mph
Frequency Distribution
18 16
14 —. —.. .. ... _..
a12
v10
m 8
ti 6
4 2
o3 ^6 0 ,1,9, tip rfp �^ ,Sc. ,S1 to p � � h1' hh
Spot Speed, mph
Total: 109 100%
Exhibit 5
422

Page 224 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Gage Ave to Florence P1 Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 0
0 10
3 4
9 15
11 7
5 12
8 6
3 1
1 3
2 1
1 2
1 1
0 0
0 0
0 0
0 0
0 0

0.00%

9.43%

2.83%

3.77%

8.49%

14.15%

10.38%

6.60%

4.72%

11.32%

7.55%

5.66%

2.83%

0.94%

0.94°/

2.83%
1_89%

0.94%

1.89%

0.94%

0.00%

0.00'/

0.00%

9.43%

12.26%

16.04%

24.53%

38.68%

49.06%

55.66%

60.38%

71.70%

79.25%

84.91%

87.74%

88.68%

89.62%

92.45%'.

94.34%

95.28°/n

96.23%

98.11%

99.06%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 8:20 AM To 8:50 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 34
Standard Deviation: 5
Standard error of the mean: 0.49
50th Percentile: 33
85th Percentile: 38
97th Percentile: 45
10 Mile Pace: 27 to 36
% of Samples in 10 -Mile Pace: 79.25%
Comments:
120%
Cumulative Frequency Distribution
11%
°
c°
e.0%
% •
E
8D%
0%
O ,\o O `19' '12 9,‘b 4 4' „y1 0 0 C0 O ,o`L 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
8 m
6 it
4 2
i I I l ;
i'i
--
-�
, ,��
'1;11 •III i
0 ,`5 0 O ,19, ,p ,f., ,,,s „bP „y1, tQ, p Rio � <O`L <Oh Spot Speed, mph
Total: 106 100%
Exhibit 5
423

Page 225 of 577 ends

City Traffic Counters
www.ctcounters.com

Page 1 ends

Garfield Ave
Btwn Florence Ave & Ira Ave
Start 07. -,tun -15 South Hour Totals North Hoer Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 49 110 19 106
12:15 28 146 25 131
12:30 25 122 16 146
12:45 14 137 116 515 14 1391 74 5221 190 1037
01:00 14 125 24 145
01:15 18 158 15 110
01:30 17 144 11 116
01:45 8 129 57 556 15 1531 55 5241 122 1080
02:00 12 140 18 164
02:15 17 164 24 177
02:30 22 263 12 196
02:45 16 230 67 797 18 1681 72 7051 139 1502
03:00 24 185 17 171
03:15 20 197 17 141
03'30 29 200 20 146
03:45 15 205 88 787 22 1391 76 5971 164
04:00 19 207 29 176
04:15 22 184 47 154
04:30 31 240 84 166
04:45 38 155 110 786 64 136.1 224 6321 334 1418
05:00 28 221 42 160
05:15 44 225 83 148
05:30 45 208 124 182
05:45 57 242 174 896 102 1501 351 6401 525 1536
06:00 76 227 111 168
05:15 72 211 152 13
06:30 97 179 177 13
06;45 87 173 332 790 191 1341 631 5731 963 1363
07:00 134 160 207 140
07:15 103 145 224 101
07:30 181 152 312 151
07:45 211 113 629 570 252 1221 995 51'41 1624 1084

08.00 219 113 234 93
08:15 165 105 207 88
08:30 133 99 179 111
08:45 99 105 616 422 167 901 787 3821 1403 $04
09:00 129 77 192 124
09:15 113 87 147 83
09:30 108 82 132 82
09:45 111 66 461 312I 146 64 617 3531 1078 665
10:00 119 66 135 77
10:15 140 50 118 44
10:30 89 41 132 43
10:45 129 41 477 198 133 37 518 201 995 399
11:00 131 45 122 33
11:15 142 44 121 40
11:30 124 38 114 40
11:45 .. ..____. 138 32 .... 535...._,., ._. 159 11.8 11 475 121f_� 1010 283 Total 3662 6788 4885 5767 8547 12555
Percent 35,0% 65,0% 45.9% 54.1% 40.5% 59.5%
Grand 3662 6788 4885 5767 8547 12555
Total
Percent 35.0% 65.0% 45.9% 54.1% 40.5% 59.5%
ADT ADT 21,102 AADT 21,102.

Exhibit 5 424

Page 226 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avcnuc
Spt.Spd. Location: Florence Ave to Ira Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 41)
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 3
3 1
1 3
4 3
6 12
12 5
7 8
5 5
4 6
5 7
3 2
2 0
2 0
0 0
0 0
0 0
0 0

0.00%

0.00%
0,00%

0.00%

2.75%

0.92%

2.75%

3.67%

2.75%

5.50%

11.01%

4.59%

6.42%

7.34%

4.59%

3.67%

5.50%

4.59%

6.42°A °

2.75%

1.83%

0.00%

1.83%

0.00%

0.005'i

0.00%

0.005'

0.00%

0.00'/

0.00%

0.00%
0,00%

0.00%

2.75%

5.50%

6.42%

7.34%

10.09%

13.76%

16.51%

22.02%

33.03%

44.04%

48.62%',

55.05%

62.39%

66.97%

71.56%

75.23%

80.73%

85.32°/x'.

91.74°/n

94.50° 0

96.33%

98.17%

98.17%
100.00%
1010(1.00%.00
100.00%
100.00%
100.00%
100.00%
100.00°A
100.00%
100.00%
100.00'%
Hours: 7:40 AM To 8:20 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
Channe►ization: Median 2 way traffic
sweet Width: 75' side„o,t : Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Yes
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 36
85th Percentile: 42
97th Percentile: 46
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 64.22%
Comments:
120%
11%
a
Cumulative Frequency Distribution
-
u.

6.0%
E
8D%
0%
',,
x,r5 0 O � ? y^ �P r57 p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
-
m 8
Li 6
4 2

0 ' I I I I I [ H I
03 0 0 ,1,9, ti`) ti9j "3^ Sa ,S1 10 0 0 0 h1' hh
Spot Speed, mph
Total: 109 100%
Exhibit 5
425

Page 227 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avcnuc
Spt.Spd. Location: Florence Ave to Ira Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
6 3
4 3
8 7
5 3
10 7
13 8
9 7
1 4
3 0
1 0
1 1
0 0
1 0
0 0
0 0

0.00%

0.93%

0.00%

5.61%

2.80%

3.74%
2-80%

7.48%

6.54%

4.67%

2.80%

9.35%

6.54%

12.15%

7.48%

8.41%

6.54%

0.93%

3.74%

2.80%

0.00%

0.93%

0.00%

0.93%

0.00%

0.93%

0.00%

0.00%
0 00%

0.00'/

0.00%

0.93%

1.87%

7.48%

10.28%

14.02%
16-82%

24.30%

30.84%

35.51%

38.32%'',

47.66°/t

54.21%

66.36%

73.83%

82.24%

88.79°/u',

89.72%''.
46/n'',

93.46°A

96.26°,i,

96.26%

97.20%

98.13%

99.07%

99.07%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 7:40 AM To 8:20 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 36
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 37
85th Percentile: 41
97th Percentile: 46
10 Mile Pace: 32 to 41.
% of Samples in 10 -Mile Pace: 71.96%
Comments:
120%
11%
'
Cumulative Frequency Distribution
) -
u.

6.0%
E
8D%
0%
xr5 0 0 �� ry`' �4 �", �t �A 0.0 �,5 �� hti 5y
Spot Speed, mph
Frequency Distribution
18 16
14 —. —.. .. ... _..
a12
;10
m 8
it 6
4 2
,k.,
,., .,
0 , , ! , i ��i ,.,. . i
O 0 0 , 9, ,p ryb ,its ^ba ^41 p) p RHO � hry hh
Spot Speed, mph
Total: 107 100%
Exhibit 5
426

Page 228 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Garfield Ave
Btwn Ira Ave & South City Limits
Start 10 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
35 40
22 126
147
146
29 27
22 116
141
114
12:45
19 133
116
552
25 140
103
511
219
1063
01:00
18 142
13 139
01:15
13 144
19 136
01:30
14 137
26 152
01:45
10 177
55 600
13 153
71 580
126
1180
02:00
19 145
19 194
02:15
10 157
19 234
02:30
24 175
23 204
02:45
16 190
69 667
26 187
87 819
156
1486
03:00
25 178
19 184
03:15
10 192
27 190
03:30
17 195
22 194
03:45
24 181
76 746
29 161
97 729
173
1475
04:00
26 208
39 210
04:15
25 201
24 196
04:30
33 193
48 191
04:45
44 199
128
801
57 192
168
789
296
1590
05:00
45 211
56 206
05:15
61 233
46 208
05:30
69 192
69 216
05:45
73 208
248
844
90 158
261
788
509
1632
06:00
88 202
109
186
06:15
77 183
90 169
06:30
102
184
125
166
06:45
119
161
386
730
151
147
475
668
861
1398
07:00
99 178
223
173
07:15
136
172
184
167
07:30
115
138
221
158
07:45
164
145
514
633
244
121
872
619
1386
1252
08:00
177
111
239
131
08:15
144
128
203
119
08:30
142
133
192
111
08:45
155
116
618
488
203
104
837
465
1455
953
09:00
125
115
164
98 09:15
118
129
210
98 09:30
113
118
122
104
09:45
112
87 468
449
147
120
643
420
1111
869
10:00
132
82 137
84 10:15
124
75 112
85 10:30
102
52 117
73 10:45
110
59 468
268
117
63 483
305
951
573
11:00
104
52 130
52 11:15
128
35 121
53 11:30
118
39 123
50 11:45
138
42 488
168
135
31 509
186
997
354
Total
Percent
Grand
Total
Percent
ADT
3634
6946

34.3% 65.7%
4606
6879

40.1% 59.9%
3634 6946

34.3% 65.7%
ADT 22,065 AADT 22,065
Exhibit 5 427
8240
13825

37.3% 62.7%
4606 6879

40.1% 59.9%
8240 13825

37.3% 62.7%

Page 229 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Ira Ave to South City Limits Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 1
0 1
0 0
3 8
S
11 7
5 5
11 8
9 11
5 3
1 1
1 3
3 3
0 0
0 0
0 0
0 0
0 0.00%

0.00%

0.95%

0.00%

0.95%

0.00%

2.86%
7-62%

4.76%

10.48%

6.67%

4.76%

10.48%

7.62%

8.57%

10.48%

4.76%

2.86%

0.95%

2.86%

0.00%

0.00'/

0.00%

0.95%

1.90%

4.76%

12.38%

17.14%

27.62%

34.29%

39.05%',

43.81%

54.29%''

61.90%

70.48%

80.95%

85.71%

88.57%''.

89.52°/n''.,

90.48%

91.43%

94.29%

97.14%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 7:00 AM To 7:40 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,tom: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Northbound Yes
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 5
Standard error of the mean: 0.49
50th Percentile: 37
85th Percentile: 41
97th Percentile: 47
10 Mile Pace: 31 to 40
% of Samples in 10 -Mile Pace: 76.19%
Comments:
120%
11°x°
a
Cumulative Frequency Distribution
-
u.
e.0%
E
E
8D%
0%
o o' L� (� 'I rye ,5P „S IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
6 it
4 2
i i I l Hil! l � --I
i
i H
-�
t �i�I.
i
I l l
0 O 0 O ,y`l' ,p ,yb �s „bP ,y1, t0 p 6 � h1' hh
Spot Speed, mph
Total: 105 100%
Exhibit 5
428

Page 230 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Ira Ave to South City Limits Ref #
Speed
Frequency
Percent
Cumulative
Percent
Date: 5/27/2015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
3l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 0
0 0
0 0
0 1
0 1
1 3
4 9
5 4
5 9
6 8
8 6
3 3
3 6
5 8
2 3
0 1
2 0
0 1
0 0
0 0
0 0.00%

0.00%

0.93%

0.00%

0.93%

2.80%

3.74%

8.41 %

4.67%

3.74%

4.67%

8.41%

5.61%

7.48%

5.61%

2.80%

5.61%
°

4.67 /°

7.48%

1.87%

2.80%

0.00%

0.93%

1.87%

0.00%

0.93%

0.00%

0.00'/

0.00%

0.93%

1.87%

2.80%

5.61%

9.35%

17.76%

22.43%

26.17%

30.84%

39.25%

44.86%'',

52.34/x',

59.81%

65.42%

68.22%

71.03%

73.83%

79.44%'.

84.11°/n',,

91.5940

93.46%

96.26%

97.20%

99.07%

99.07%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00'%
Hours: 7:00 AM To 7:40 AM
Number of Lanes: 02 WB / 02 EB red Activity: MED
Posted Speed: 35
Channe►ization: Median 2 way traffic
sweet Width: 75' side„.,,1: Yes
Comm./Resid.: Commercial oee •ays: Yes
Direction: Southbound Ntetiaae Yes
DATA ANALYSIS:

Mean Speed: 37
Standard Deviation: 6
Standard error of the mean: 0.58
50th Percentile: 36
85th Percentile: 44
97th Percentile: 48
10 Mile Pace: 29 to 38
% of Samples in 10 -Mile Pace: 59.81%
Comments:
120%
11%
a
Cumulative Frequency Distribution
) -
u.

6.0%
E
BD%
0%
O N� 0t y� � ? y^ 5P �7 p0 �`5 o � ,o9' 5y
Spot Speed, mph
Frequency Distribution
18 16
14 -. -.. .. ... m..
a12
;10
m
8 it 6
4 2
D
03 0 0 titi ��, �� "3^ Sa "1 1$' P h1' hh
Spot Speed, mph
Total: 107 100%
Exhibit 5
429

Page 231 of 577 ends

Start 02 -Jun -15 South
Time Tue Morning Afternoon
12 00 15 38
12:15 3 40
12:30 2 36
12:45 5 42
01:00 5 36
01:15 4 44
01:30 3 32.
01:45 1 41
02:00 5 46
02:15 4 55
02:30 2 40
02:45 3 62
03:00 2 84
03:15 8 61
03:30 2 71
03:45 5 48
04:00 5 47
04:15 5 53
04:30 12 62
04:45 12 53
05:00 18 50
05:15 12 71
05:30 23
05:45 21
06:00 24
06:15 25
06:30 28
06:45 33
07:00 44
07:15 74
07:30 98
07:45 82
08:80 61
08:15 41
08:30 30
08:45 26
09:00 35
09:15 20
09:30 30
09:45 26
10:00 23
10:15 33
10:30 42
1045 40
11:00 27
11:15 38
11:30 23
11:45 27
Total 1 107 1957
Percent 36.1% 63.9%
Grand
Total
Percent
ADT
Exhibit 5
6 61
46 57
37 48
43 43
3 4
25 14
14 18
11 14
14 11
110/ 1957

36.1% 63.9%
City Traffic Counters
www.ctcounters.com
Hour Totals North
Wing Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 8 37
6 33
5 39
25 156 3 30 22 139 47 295
7 41
4 45
4 40
13 153 1 32 16 158 29 311
2 53
5 45
1 70
14 2031 4 70 12 238 26 441
1 54
6 48
5 56
17 264 3 31 15 18 32 453
4 S1
6 1
2151 4 53 24 189 58 404
6 65
10 42
15 55
74 2391 14 53 45 215 119 454
17 66
21 57.
18 53
110 202 40 47 96 223 206 425
54 4
65 85 42
298 171 50 41 254 177 552 348
63 34
26 27
32 158 131 37 36 158 135 316 266
30 40
22 38
30 1231 34 23 116 116 227 239
29 20
32 19
28 17
138 571 25 15 114 71 252 128
32 10
34 10
44 16
4 4._ 28 12 138 48,........ __ .253, .. m . . .91.
1010 1898 2117 3855
34 7% 65.3'/0 35.4% 64.6%
1010 1898 2117 3855

Page 1 ends

Jaboneria Rd
Btwn Gage Ave & Florence Ave
or Totals Combined Totals
111
ADT 5,972 AADT 5,972
430
1 34.7% 65.3%

35.4% 64,6%

Page 232 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Jaboncria Road
Spt.Spd. Location: Gage Ave to Florence Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/312015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
1 1
3 6
5 5
7 7
11 8
8 9
10 12
3 2
2 1
2 0
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

0.95%

2.86%

5.71%

4.76%

6.67%

10.48%

7.62%

8.57%

9.52%

11.43%

2.86%

1.90%

0.95%

1.90%

0.00%
095%

0.95°/n

0.00%

0.00'/

0.00%

0.95%

1.90%

4.76%

10.48%

15.24%

20.00%

26.67%

33.33%

43.81%

51.43%

59.05%

67.62%

77.14%

88.57%

91.43%

93.33%

95.24%

96.19%

98.10°/u

98.10%

99.05%
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
l 00.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/r,
100.00%
100.00%
100.00'%
Hours: 10:40 AM To 11:45 AM
Number of Lanes: 01 NB i 01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 40 side...a1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Northbound No
DATA ANALYSIS:

Mean Speed: 31
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 31
85th Percentile: 35
97th Percentile: 40
10 Mile Pace: 26 to 35
% of Samples in 10 -Mile Pace: 78.10%
Comments:
120%
11%
°
Cumulative Frequency Distribution
-
u.
fi0%
'., io •
8D%
0%
,,`3 ,pro O rt`L rye 'I rb� ,5P „b Cs C`S fro �� ,o9' 4) Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
6 it
4 2
ri
alai

I I -H
I
'I
I I I I I I„ mml
0„ '
03 ^6 0 ,1,9, tip ti� �^ ,Sa ,S1 to p � � hry hh
Spot Speed, mph
Total: 105 100%
Exhibit 5
431

Page 233 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Jabon.cria Road
Spt.Spd. Location: Gage Ave to Florence Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/312015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
1 1
1 4
5 7
5 4
6 8
12 10
7 5
4 5
5 4
5 3
3 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

0.93%

3.74%

4.67%

6.54%

4.67%

3.7410

5.61%

7.48%

11.21%

9.35°/,

6.54%

4.67%

3.74%

4.67%

3.74%

4.67%

2.80%

2.80%
°

0.00/°

1.87%

0.00%

0.00'/

0.00%

0.93%

1.87%

2.80%

6.54%

11.21%

17.76%

22.43%

26.17%

31.78%

39.25%

50.47%

59.81%

66.36%

71.03%',

74.77%

79.44%''

84.11%

87.85%

92.52%

95.33%

98.13%'.
. ',,
9813°/n
100.00°%',
100.00%
100.00%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 10:40 AM To 11:45 AM
Number of Lanes: 01 NB/01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 40 side...a1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Southbound Ntetiaae NO
DATA ANALYSIS:

Mean Speed: 33
Standard Deviation: 5
Standard error of the mean: 0.48
50th Percentile: 32
85th Percentile: 39
97th Percentile: 42
10 Mile Pace: 26 to 35
% of Samples in 10 -Mile Pace: 64.49%
Comments:
120%
11%
a
Cumulative Frequency Distribution
c° -
u.
60%
E
8D%
0%
xr5 0 O � ? y^ �P gA p0 C‘`5 �o �� ,oL 5y
Spot Speed, mph
Frequency Distribution
18 16
14 tot
;10
m 8
6 it
4 2
}
mailli
03 ^6 O ,1,9, tip rfp �^ ,St. ,S1 to p � � hry hh
Spot Speed, mph
Total: 107 100%
Exhibit 5
432

Page 234 of 577 ends

City Traffic Counters Page 1
www.ctcounters.com
Jaboneria Rd
Btwn Florence Ave & Eastern Ave
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03;30
03"45
04::00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:60
08:15
08:30
06:45
09:00
09:15
09:30
09:45
10:00

10.15 10:30
10,45
11:00
11:15
11:30
11:45
Total
Percent
Grand
Total
Percent
ADT
Exhibit 5
2 Tue
Nar(h
Morning Afternoon
4 44
3 37
3 32
5 37
2 43
5 48
6 57
0 1
2 2
6 2
3 3
7 4
10 4
10 8
12 32
24 19
22 21
46 63
75 79
59 61
35 28
50 29
30 42
25 20
40 47
25 25
32 43
41 36.2%
1115

36.2%
67 80
82 72
7 57
37 48) I 37
45 28 187 6 28 13 141 I 47 328
53 9 28
53 12 24
47 19
60 76 213 15 44! 55 1 ) 131 347
48 22 45
61 20 37
55 25 4
54 108 218 21 481 88 175( 196 393
48 51 35
43 83
40 95 30
40 276 171 130 281 359 1241 635 295
44 70
34 43 24
29 35 23
18 174 125 38 22
41 24 29
31 24 2
26 39 2
25 126 123 24 241 111
26 21
21 31
19 31
10 132 76 32 11 j 115 60 1 247
12 22
11 33
11 36 6
4 141 38 28 C1( _._. 119 32
1969 1097

63.8 /0 43.3%
Hour Totals
Morning Afternoon
15 150
13 207
11 288
15 193
South
Morning Afternoon
5 35
2 27
3 33
3 34
1 32
2 41
2 40
1 46
3 51
4 34
1 52
3 56
3 41
2 20
5 23
5 1D
2 41
7 4
3 Hour Totals
Morning Afternoon Morning Afternoon
Combined Totals
13 129) 28 279
366
22 461
15 94 30 287
1969

63.8%
ADT 5,615 AADT 5,615

43.3%
1434
1097 1434

56.7%
7 96
360
237
222
219
2,60. 70
2212 3403

39.4°✓ 60:6°!
2212 3403
39A% 60.6%
433 Page 235 of 577

CITY OF BELL GARDENS
Client: AAE
Street: Jabon.cria Road
Spt.Spd. Location: Florence Ave to Eastern Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/4/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
1 4
6 11
8 8
14 8
10 8
9 5
4 2
1 2
1 1
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

0.96%

3.85%

5.77%

10.58%

7.69%

1.3.46%

7.69%

9.62%

7.69%

8.65%

4.81%

3.85%

1.92%

0.96%

1.92%
0,96%

0.96%

0.96°/

0.00%

0.00°/n

0.00%

0.00%
0 00%

0.00'/

0.00%

0.96%

4.81%

10.58%

21.15%

28.85%

36.54%

50.00%

57.69%

67.31%

75.00%

83.65%

88.46%

92.31%

94.23%',

95.19%

97.12%

98.08%

99.04%
100.00%
100.00%
100.00% I I I I
100-00°/n
100.00%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 8:15 AM To 9:15 AM
Number of Lanes: 01 NB/01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 40 .a1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Northbound No
DATA ANALYSIS:

Mean Speed: 29
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 28
85th Percentile: 33
97th Percentile: 37
10 Mile Pace: 24 to 33
% of Samples in 10 -Mile Pace: 83.65%
Comments:
120%
Cumulative Frequency Distribution
1Cro
°
v
60%
E r° •
'. 8%
0%
0 ,\o O `19' '12 9,‘b 4 4' „y1 0 0 C0 O ,o`L 4)
Spot Speed, mph
Frequency Distribution
18 16
14 12
;10
m 8
it 6
4 2
li
i I lei
;„
i
-- --�
,k ikkk i I
0 Spot Speed, mph
Total: 104 100%
Exhibit 5
434

Page 236 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Jabon.cria Road
Spt.Spd. Location: Florence Ave to Eastern Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/4/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 2
4 15
10 10
10 10
11 9
8 5
4 3
1 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

1.92%

3.85%

14.42%

9.62%

10.58%

8.65%

7.69%

4.81%

3.85%

2.88%

0.96%

0.00%

0.96%

0.00%

0.00°/n

0.00%

0.00'/

0.00%

1.92%

5.77%

20.19%

29.81%

39.42%

49.04%

58.65%

69.23%

77.88%

85.58%

90.38%

94.23%

97.12%'',

98.08%

99.04%

99.04%
100.00%
100.00%
100.00%
100.00%'.
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 8:15 AM To 9:15 AM
Number of Lanes: 01 NB/01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 40 side...a1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Southbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 29
Standard Deviation: 3
Standard error of the mean: 0.29
50th Percentile: 29
85th Percentile: 32
97th Percentile: 35
10 Mile Pace: 24 to 33
% of Samples in 10 -Mile Pace: 88.46%
Comments:
120%
11%
``',,/
Cumulative Frequency Distribution
-
u.
ea0%
E
', 8D%
0%
x`3 ,pro O ri1' rid ,tip `'D ,5P n5 0.0 C`S fro °� ,,D`l. 5y Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
m 8
6 it
4 2-
I I ,
�i�i i�i l l ! � I I I I � � � �
0 ,\3 0 0 '19' � � ^3'` 4" ^I1 1$' P RHO k0 h1' hh
Spot Speed, mph
Total: 104 100%
Exhibit 5
435

Page 237 of 577 ends

City Traffic Counters Page 1
www.ctcounters.com
Park Lane
Btwn Garfield Ave & Gotham St
Start 0,
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15

09.30 09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
Grand
Total
Percent
ADT
Exhibit 5
un
Tue
East Hour Totals
Morning Afternoon Morning Afternoon
2 26
O 15
7 21
5 21 14
3 24
5 21
O 15
4 18 12
4 21
6 21
O 20
4 23 14
2 25
O 28
8 22
O 23 10
1 15
O 26
O 22
2 28 3
O 74
5 21
12 24
17 30 34
6 32
10 30
7 31
6 34 29
15 26
25 24
23 38
35 28 98 116
49 25
34 20
28 12
25 26 136
15 33
18 15
21 19
20 13 74
25 24
14 16
16 15
24 13
8 5 79
6 0
4 20 1 I 75
578 988

36.9% 63,.1 %
578 988

36.9% 63.1%
ADT 3,852 AADT 3,852
78 8
9 99
127
436
West Hour Totals Combined Totals
nirg Afternoon Morning Afternoon Morning Afternoon
1 55
3 40
1 36
0 28 5 159 19 242
2 2.1
0 29
0 29
1 35 3 114 15 192
0 38
0 19
3 42
1' 42 4 141 18 226
0 31
0 32
0 39
0 41 0 143 10 241
0 48
2 45
6 40
0 23 8 156 11 247
1 35
6 39
5 46
4 55 16 175 50 274
4 60
8 75
15 51
11 40 38 226 67 353
28 40
35 49
38 54
75 35 176 178 274 294
75 32
54 30
29 22
36 24 194 108 330 191
34 36
31 27
28 12.
35 15 128 90 202 170
21 7
26 4
24 6
15 7 86 24 165 61
16 1
35 2
26 0
32 2 109 5 184 _ 16,
767 1519 1345 2507

33.6% 66.4% 34.9"/ 65.1%
767 1519 1345 2507

33.6% 66.4% 34.9% 65.1%

Page 238 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Park Lane
Spt.Spd. Location: Garfield Ave to Gotham St Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 4(1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 o c c c 0O 't CC tiL' h +n c c c c o c c o o c c C o C C C C C C C

0.00%

0.96%

12.50%

7.69%

4.81%

7.69%

5.77%

6.73%

4.81%

12.50%

6.73%

2.88%

1.92%

0.96%

1.92%

0.96%

0.00%
(1.00%
(1.00io
° ''

0.00%

0.00°/n

0.00%

0.00'/

0.00%

0.96%

13.46%

25.96%

33.65%

38.46%

46.15%

51.92%

58.65%

63.46%

75.96%

82.69%

89.42%

92.31%

94.23%

95.1.9%

97.12%

98.08%'',

99.04%
100.00%''
100.00%
100.00%
100.00%
100.00°/u'.
100.00% I I I I
100.00°/n
100.00%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:50 PM To 2:00 PM
Number of Lanes: 01 NB i 01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 40 side...a1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Eastbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 25
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 25
85th Percentile: 30
97th Percentile: 34
10 Mile Pace: 20 to 29
% of Samples in 10 -Mile Pace: 81.73%
Comments:
120%
Cumulative Frequency Distribution
11°x°
a
ea0%
% •
E
8%
0%
O ,\o O `19' '12 9,‘b 4 4' „y1 0 0 C0 O ,o`L 4)
Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
m 8
it 6
4 2
-
i 11111
if
1IIIII'Ii11 1 1 1 1 I I i I I I I l l I I i I
0 ; iii i
03 0 0 titi mac, �� "3^ Sa ,S1 10 P h1' hh
Spot Speed, mph
Total: 104 100%
Exhibit 5
437

Page 239 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Park Lane
Spt.Spd. Location: Garfield Ave to Gotham St Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/2/2015 Day: Tuesday
Weather: Sunny
l3
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 3 l
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
0 0
0 0
0 0
1 6
1 I
5 8
7 5
I1
7 6
6 8
6 7
3 2
2 0
1 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

0.97%

5.83%

10.68%

4.85%

7.77%

6.80%

4.85%

10.68%

6.80%

5.83%

7.77%

5.83%

6.80%

2.91%

1.94%

0.00%

0.97%

0.00%

0.970

0.00%

0.00°/n

0.00%

0.00'/

0.00%

0.97%

6.80%

17.48%

22.33%

30.10%

36.89%

41.75%

52.43%

59.22%

65.05%

70.87%

78.64%

84.47%

91.26%

94.17%

96.12%

98.06%',

98.06%

99.03%

99.03%
100.00%
100.00%
100.00%'.
100.00% I I I I
100.00°/n
100.00%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 12:50 PM To 2:00 PM
Number of Lanes: 01 NB i 01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 40 side...a1: Yes
Comm./Resid.: Residential orjee •ays: Yes
Direction: Westbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 27
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 26
85th Percentile: 32
97th Percentile: 35
10 Mile Pace: 21 to 30
% of Samples in 10 -Mile Pace: 71.84%
Comments:
120%
11°x°
''
Cumulative Frequency Distribution
v
fi0%
E
8D%
0%
O ,\o O `19' '12 9,‘b 4 4' „y1 0 0 C0 O ,o`L 4)
Spot Speed, mph
Frequency Distribution
18 16
14 12
v10
m 8
it 6
4 I
"
iirH
li [II I I I [ [ I I I l i i i l
0 ; i i i
03 0 0 titi mac, �� "3^ Sa ,S1 10 P h1' hh
Spot Speed, mph
Total: 103 100%
Exhibit 5
438

Page 240 of 577 ends

Page 1 ends

CITY TRAFFIC COUNTERS
www.ctcounters.com
Scout Ave
Btwn Foster Bridge Blvd & Florence Place
Start 10 -Jun -15 South Hour Totals North Hour Totals Combined Totals Time
Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00
12:15
12:30
3 9
3 38
35 37
1 7
4 47
48 48
12:45
4 44
19 154
1 54
13 197
32 351
01:00
0 43
3 30
01:15
4 43
6 45
01:30
5 41
3 33
01:45
5 33
14 160
2 48
14 156
28 316
02:00
3 52
5 53
02:15
6 76
4 61
02:30
6 55
4 51
02:45
2 55
17 238
8 42
21 207
38 445
03:00
1 61
6 61
03:15
6 71
5 59
03:30
12 50
8 57
03:45
11 69
30 251
9 62
28 239
58 490
04:00
21 50
9 53
04:15
17 62
8 65
04:30
21 61
18 70
04:45
25 65
84 238
14 59
49 247
133
485
05:00
20 52
9 62
05:15
19 71
17 70
05:30
31 51
23 67
05:45
28 49
98 223
18 65
67 264
165
487
06:00
42 73
26 58
06:15
27 44
42 61
06:30
33 52
41 42
06:45
46 64
148
233
26 39
135
200
283
433
07:00
50 61
22 42
07:15
62 42
36 47
07:30
64 37
37 39
07:45
71 31
247
171
47 37
142
165
389
336
08:00
106
34 67
40 08:15
87 28
55 37
08:30
52 32
47 35
08:45
72 17
317
111
44 26
213
138
530
249
09:00
51 24
38 26
09:15
39 26
33 39
09:30
43 23
28 24
09:45
45 13
178
86 40
27 139
116
317
202
10:00
42 34
21 13
10:15
35 16
31 15
10:30
28 16
24 13
10:45
19 11
124
77 23
18 99
59 223
136
11:00
31 7
40 13
11:15
39 7
24 7
11:30
49 8
37 8
11:45
38 9
157
31 42
14 143
42 300
73 Total
Percent
Grand
Total
Percent
ADT
1433
1973

42.1% 57.9%
1063
2030

34.4% 65.6%
2496
4003

38.4% 61.6%
1433 1973

42.1% 57.9%
ADT 6,499 AADT 6,499
Exhibit 5 439
1063 2030

34.4% 65.6%
2496 4003

38.4% 61.6%

Page 241 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Foster Bridge Blvd to Florence PI Ref: # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 2
1 1
3 4
4 4
7 6
13 7
S
9 6
6 5
5 3
4 3
2 1
2 1
1 0
0 0
0 0
0 0
0 0
0 0
0 0.00%

0.00%

1.90%

0.95%

2.86%

3.81%

6.67%

5.71%

12.38%

6.67%

4.76%

8.57%

5.71%

4.76%

2.86%

3.81%

2.86%

1.90%

0.95%
1_90%

0.95%

0.00%

0.00'/

0.00%

1.90%

2.86%

3.81%

6.67%

10.48%

14.29%

18.10%

24.76%

30.48%

42.86%

49.52%

54.29%

62.86%

68.57%

74.29%',

79.05%

83.81%

86.67%

90.48%

93.33%

95.24%',

96.19%'.

98.10°/n''.,

99.05%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 1:35 PM To 2:30 PM
Number of Lanes: 01 NB / 01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 60 side...a1: Yes
Comm./Resid.: Industrial oee •ays: Yes
Direction: Northbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 32
Standard Deviation: 5
Standard error of the mean: 0.49
50th Percentile: 32
85th Percentile: 38
97th Percentile: 43
.10 Mile Pace: 28 to 37
% of Samples in 10 -Mile Pace: 65.71%
Comments:
120%
11°x°
a
Cumulative Frequency Distribution
) -
et0%
E
E
8D%
0%
o o' 'I rye ,5P „5 IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
i l�i
illitillInimml i
0 „
03 ^6 O ,1,9, tip rfp �^ ,Sa ,S1 t0 p � � h1' hh
Spot Speed, mph
Total: 105 100%
Exhibit 5
440

Page 242 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Foster Bridge Blvd to Florence PI Ref: # Speed
Frequency
Percent
Cumulative
Percent
Date: 5/28/2015 Day: Thursday
Weather: Partly Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
2 4
3 3
4 3
3 6
6 7
9 12
10 4
4 4
4 3
3 1
1 0
3 1
1 2
1 1
0 0
0 0
0 0
0 0
0 0

0.00%

1.90%

3.81%

2.86%

3.81%

2.86%

5.71%

6.67%

8.57%
11_43%

9.52%

3.81%

2.86%

0.95%

0.00%

2.86%

0.95%

1.90%

0.95%

0.00%

0.00'/

0.00%

1.90%

5.71%

8.57%

11.43%

15.24%

18.10%

20.95%

26.67%

32.38%

39.05%

47.62%

59.05%

68.57%

72.38%

76.19%

80.00%'',

83.81%

86.67%

89.52%

90.48%

91.43%

91.43%',

94.29%

95.24°/n',,

96.19°%',

98.10%

99.05%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 1:35 PM To 2:30 PM
Number of Lanes: 01 NB / 01 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 60 side...a1: Yes
Comm./Resid.: Industrial oee •ays: Yes
Direction: Southbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 31
Standard Deviation: 6
Standard error of the mean: 0.59
50th Percentile: 31
85th Percentile: 37
97th Percentile: 45
10 Mile Pace: 27 to 36
% of Samples in 10 -Mile Pace: 62.86%
Comments:
120%
11%
°
Cumulative Frequency Distribution
lv -
u.
e.0%
/0 •
E
8D%
0%
x,`3 ,pro O rt`1' rid ,tip rye ,5P n5 Ix C`S fro °� ,,D`l. 4) Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
D
03 0 0 titi mac, �� "3^ Sa ,S1 10 P h1' hh
Spot Speed, mph
Total: 105 100%
Exhibit 5
441

Page 243 of 577 ends

City Traffic Counters Page 1
www,ctcounters.com
Scout Ave
twn Florence Place & Florence Ave
Start 02 -Jun -15 North
Time Tee Morning Afternoon.
12:00 5 59
12:15 8 46
12:30 8 60
12:45 2 55
01:00 9 37
01:15 2 61
01:30 0 70
01:45 4 62
02:'00 9 59
02:15 0 56
02:30 3 57
02:45 13 79
03:00 2 78
03:15 10 59
03:30 3 69
03:45 1 63
04:00 5 49
04:15 11 57
04:30 35 64
04:45 26 41
05:00 31 59
05:15 41 69
05:30 45 65
05:45 67
06:00 69
06:15 62
D6:30 85
06:45 52
07:00 40
07:15 59
07:30 64
07:45 84
08:00 58
08:15 42
08:30 35
08:45 24
09:00 37
09:15 45
09:30 46
09:45 36
10:00 41
10:15 30
10:30 28
10:45 27
11:00 50
11:15 24
11:30 40
11:45 43
Total 1461
Percent 41.7%
Grand 1461
Total
Percent 41.7%
ADT ADT 5,786
57 41
41 30
30 37
37 52
29 27
23 28
39 44
12 25
20 7
9 12
16 9
2044

58.3%
2044

58.3°!
Hour Totals South Hour Totals Combined Totals
Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 23 1 22
5 34
23 220 3 32 I 12 111 35 331
0 34
3 22
1 39
15 2301 12 341 16 1291 31 359
3 34
3 32
1 34
25 251 i 2 43 9 143 34 394
8 43
10 39
9 45
16 269 13 411 40 1681 56 437
14 43
12 43
11 49
77 211 13 551 50 1901 127 401
16 44
14 51
14 48
184 250 17 421 61 1851 245 435
27 45
25 35
21 27
268 142 52 461 125 1531 393 295
41 36
40 20
50 27
247 155 60 181 191 1011 438 256
47 14
25 15
30 15
159 109 43 121 145 581 304 165
32 8
25 7
40 10
164 120 31 81 128 331 292 153
21 5
25 9
24 7
126 45 22 6 1 92 2.7 { 218 72
26 1
23 4
23 0
157 42. ,...-__ 36 3{ ......, 108 8 1 265 50
977 1304 2438 3348

42.8% 57.2% 42.1% 57.9%
977 1304 2438 3348
AADT 5,786
Exhibit 5 442

42.8% 57.2% 42.1% 57.9%

Page 244 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence P1 to Florence Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/312015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
1 4
5 6
10 10
10 10
13 9
5 6
3 3
3 3
3 I
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

0.95%

3.81%

4.76%

5.71%

9.52%

12.38%

8.57%

4.76%

5.71%

2.86%

0.95%

0.00%

0.00'/

0.00%

0.95%

4.76%

9.52%

15.24%

24.76%

34.29%

43.81%

53.33%

65.71%

74.29%

79.05%

84.76%

87.62%

90.48%

93.33%

96.19%

99.05%
100.00%
100.00%
100.00°/n
100.00%
100.00%
100.00%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 11:45 AM To 1:00 PM
Number of Lanes: 01 NB 101 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 60 side...a1: Yes
Comm./Resid.: Ind/Comm oee •ays: Yes
Direction: Northbound No
DATA ANALYSIS:

Mean Speed: 31
Standard Deviation: 4
Standard error of the mean: 0.39
50th Percentile: 31
85th Percentile: 36
97th Percentile: 40
10 Mile Pace: 26 to 35
% of Samples in 10 -Mile Pace: 80.00%
Comments:
120%
'',11%
Cumulative Frequency Distribution
°
°i
u`.
e.0%
E
8D%
0%

I I I I
O ,\o O `19' '12 `1,‘b 4 4' „y1 0 0 C0 O ,o`L 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
;10
m 8
it 6
4 2
��
[ I I I,
I i
-H
Itii.
film;„m

I I I I
0 ,
03 ,6 O ,1,9, tip rfp �^ ,Sa ,S1 to p � � hry hh
Spot Speed, mph
Total: 105 100%
Exhibit 5
443

Page 245 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence P1 to Florence Ave Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/312015 Day: Wednesday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 C C C C C C C O C C C C C C O O C C C* W* N .A to C (n W C C O C C C C C C C O

0.00%

2.91%

4.85%

9.71%

5.83%

7.77%

14.56%

9.71%

4.85%

3.88%

1.94%

0.97%

2.91%

0.97%

0.00%

0.00% �

0.00%

0.00'/

0.00%

2.91%

7.77%

17.48%

23.30%

31.07%

45.63%

60.19%

74.76%

84.47%

89.32%

93.20%

95.15%',

96.12%

99.03%
100.00%
100.00%
100.00%
100.00%
100.00%'.
100.00°/n',
100.004%',
100.00%
100.00%
100.00%
100.00°'
100.00%
100.00%
100.00%
100.00%
100.00%
100.00°/r,
100.00%
100.00%
100.00'%
Hours: 11:45 AM To 1:00 PM
Number of Lanes: 01 NB 101 SB red Activity: MED
Posted Speed: 30
<:hannelization: Skip dash 2 -way traffic
Street Width: 60 side...a1: Yes
Comm./Resid.: Ind/Comm oee •ays: Yes
Direction: Southbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 30
Standard Deviation: 3
Standard error of the mean: 0.3
50th Percentile: 30
85th Percentile: 33
97th Percentile: 37
10 Mile Pace: 25 to 34
% of Samples in 10 -Mile Pace: 90.29%
Comments:
120%
11°x°
°1
Cumulative Frequency Distribution
" -
u`.
fi0%
'', E
', 8D%
0%
o o' L� (� 'I rye ,5P „5 IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 12
;10
8 m
6 it
4 2
�,�i�ili l
0 " „ � i i I I � � � ! ; ; , ; � i i � � I l � � i i
Spot Speed, mph
Total: 103 100%
Exhibit 5
444

Page 246 of 577 ends

City Traffic Counters Page 1
www.ctcounters.com
Scout Ave
E3twn Florence Place & Gotham St
Start 02 -Jun -15
Time Tue Morning Attemoon
12:00 3 15
12:15 0 15'!

12.30 5 19
12:45 2 21
01':00 7 13
01:15 2 17
01:30 1 10
01:45 2 20
02:00 1 15
02:15 4 15
02:30 0 22
02:45 3 24
03:00 2 2D
D3:15 0 11
03:30 3 1
03:45 4 1
04:00 2 14
04:15 0
04:30 2 22
04:45 1 28 1 5 7
05:00 1 14
05:15 6
05:30 8 20
05:45 13 23 1 28
06:00 7 23
06:15 13
06:30 2 16
06:45 14 261 36 9
07:00 13 35
07:15 23 25
07:30 25 41
07:45 22
08:00 19
08:15 19 22
08:30 19 20
08:45 13 22 70 8
09:00 15 45
09:15 17
09:30 10
09:45 10
10:00 10 6
10:15 9 4
10:30 23 1
10:45 11 4 1 53 15
11:00 13 4
11:15 15
11:30 10
11;45 1:3,
Total 417 8
Percent 33.4% 66.6%
Grand 417 830
Total
Percent
ADT
Exhibit 5

33.4%

66.6%
ADT 3,113 AADT 3,113
Hour Totals west Hour Totals Combined Totals
ing Afternoon Morning Atternnon Mornrng Afternoon Morning_ Afternoon 37 3 20
1 20
10 70 ( 3 17
6 25
12 941 22 164
12 601 5 24 13 751 25 135
0 19
5 1
3 17
761 3 23 11 741 19 150
2 18
0 18
2 38
9 601 1 15 5 891 14 149
1 18
2 17
5 2
3 231 11 871 16 162
1 34
14 41
10 37
16 481 41 1601 69 243
7 16 40
11 22
17 641 51 1771 87 275
16 53
31 59
26 56
83 1201 48 331 121 201 204 321
35 36 27
34 21
19 35 124 1191 194 202
20 52
22 34
8 20
52 79 15 23 65 129 1 117 208
19 9
23 7
14 12
22 14 78 421 131 57
18 2
25 4
15 4
2 L 51 _.. 11 1 17 2 C . . . 75 .. 12 ! 126 23
607 1259 1024 2089

32.5% 67.5% 32.9% 67.1%
445
1259

32.5% 67.5%
1024 2089

32.9% 67.1%

Page 247 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence Ave to Gotham St Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/4/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 31)
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 0
0 0
0 0
0 0
0 0
0 0
0 5
4 4
6 13
15 10
10 12
7 8
4 4
3 2
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.00%

4.63%

3.70%

5.56%

12.04%

13.89%

9.26%

11.11%

6.48%

7.41%

3.70%

2.78%

1.85%

0.93%

0.00%

0.00°/n

0.00%

0.00'/

0.00%

4.63%

8.33%

12.04%

17.59%

29.63%

43.52%

52.78%

62.04%

73.1.5%

79.63%

87.04%',

90.74/x

94.44%

97.22%

99.07%
100.00%
100.00%
100.00% I I I I
100.00°/n
100.00%
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 7:00 AM To 8:15 AM
Number of Lanes: 01 NB 101 SB red Activity: MED
Posted Speed: 30
Channelization: Skip dash 2 -way traffic
Street Width: 40 side...a1: Yes
Comm./Resid.: Residential orivea•ays: Yes
Direction: Northbound Ntetiaae No
DATA ANALYSIS:

Mean Speed: 31
Standard Deviation: 3
Standard error of the mean: 0.29
50th Percentile: 31
85th Percentile: 35
97th Percentile: 38
10 Mile Pace: 26 to 35
% of Samples in 10 -Mile Pace: 82.41%
Comments:
120%
11°x°
a
Cumulative Frequency Distribution
v
60%
E
E
8D%
0%
0 '\C° O `19' '12 ti� ^D^ 4` ^o'\ 0 0 C� 0 h9' 4)
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
m 8
it 6
4 2
II �� I ; ; ; �
i
� i � � � �
ii I � i � � I l � � i i
i
0 Spot Speed, mph
Total: 108 100%
Exhibit 5
446

Page 248 of 577 ends

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avcnuc
Spt.Spd. Location: Florence Ave to Gotham St Ref: #
Speed
Frequency
Percent
Cumulative
Percent
Date: 6/4/2015 Day: Thursday
Weather: Cloudy
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
0 0 C C 0 0 C C C 0 0 -+ N rt -- C h rY C h a^, C C C C C C C C C C

0.00%

0.96%

1.92%

3.85%

1.0.58%

8.65%

6.73%

13.46%

8.65%

6.73%

7.69%

4.81%

3.85%

5.77%

1.92%

0.00%

0.00°/n

0.00%

0.00'/

0.00%

0.96%

2.88%

6.73%

17.31%

27.88%

36.54%

43.27%

56.73%

65.38%

72.12%

79.81%

84.62%',

88.46°/x

94.23%

96.15%

98.08%
100.00%
100.00%
100.00%'.
100.00°/n',
100.00°%',
100.00%
100.00%
100.00%
100.00%
100.00 °iu
100.00%
100.00%
100.00%
100.00%
100.00°/x,
100.00%
100.00%
100.00'%
Hours: 7:00 AM To 8:15 AM
Number of Lanes: 01 NB 101 SB red Activity: MED
Posted Speed: 30
v -
61%
E
E
', 8D%
0%
o o' 'I ,yam ,5P „b IO C'3 �o �� h9' CP
Spot Speed, mph
Frequency Distribution
18 16
14 a12
v10
8 m
it 6
4 2
i I I! l ; ,
i
I --
if i t ; mml
0 rfp57
Spot Speed, mph
Total: 104 100%
Exhibit 5
447

Page 249 of 577 ends

City of Bell Gardens
Supplemental Speed Survey— October 2015
Appendix `B'
Speed Survey Field Data Sheets
B
I IVFRA9�TR'LCTL RC:

ENGINEERS
Exhibit 5 448

Page 250 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Clara St.

Segment: West City Limits to Eastern Ave.

Prepared By: Ryan Kim
PART L. Pevallrng,
Checked By:

WOW)
Date of Survey 5/27/2015
50th Percentile
Speed:
34 3
32 33
85th Percentile
...S...eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., Speed: 38 40 39
to MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 29,...,,,,..,,,,...,,,, 26..,,,,..,,,,...,,,,. 27.5 Segment #:

Raymond Abassi, P.E., T.E.

Percent in Pace:

Posted Speed Limit
Time Period Covered:

74.77 58.93
0 0
4/29/2012 through 4/30/2015
IntersectionNumber of Months c deObserved,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.��.�.�.�....�.�.�.....�.�.�....�.�.�.....�.�.�....�.�.�.....�.�.�....�.�.�.....�..�....�.�.�.....�.�.�....�.�.�...�,�.306 nts:

Mid -Block Accidents:

Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block AccidentRate.
:PART L

0.86 1.83

66.85 Date of Observation: 6/2/2015
Average Daily Traffic (ADT)�e�....n�,......�e�....n�,......�e�....n�,.....„e�....n�,.....�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,.....„e�....n�,.�1831. ...�e�....n�,......�e�....n�,.�.....�e�....n�,.�.....�e�.., 2 Lane Configuration:
2-Lane Un-divided
Traffic Controls:

Signal @ Eastern Ave.

Uncontrolled Crosswalks: N .�n�.��...��.n�.��..�.��.n„��.„�.��.n„��.„�., o
Pedestrian/Bic cles:.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,u��.

Y Yes Yes
Truck Traffic:

Yes Yes
On -Street Parking:
..................................................�.�.�.�.�.�..�.�.�.�.�..�.�.�.� Yes .................�.�..�.�.�.�.�..�.�.�.�.�.�..�. ..............�.�..�.�.�.�.�.�..�.�.�.�.�..�.............Yes...............

Length..�.� ef ,�,..Segment: �,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,, .�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,... �,,..,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...

0.29 Verticle Curves: Yes
Horizontal Curves
No��,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro„,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�„ Lateral VisibititY Fair Fair
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �....., Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................. .....,...............,...............,...............,...............,...............,........... ...,...............,...............,...............,.............. g g Yes Yes
Adjacent , Land .., Use: �....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,...,�....,.,.,�.,.,.,.,�_...,.,.,�.,.,.,.,.�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,,.,.,�.,.,.,.,�.._..,.,., Commercial/Residential Residential
PANT
High density residential along sou
parking and heavy pedestrian usage.

RECOMMENDED SPEED LIMIT: 30
A-1
449
1

Page 251 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Clara St.

Segment: Eastern Ave. to Garfield Ave.

Prepared By: Ryan Kim
PART L. Pevailing,
477.7
Checked By:
tbOun
Date of Survey 612/2015 612/2015
50th Percentile
Speed
...................................................................... ...........................27�...�..,�.�.�,.,..,�.�.�.�.�.,�.�. 28 27.5
85th Percentile
...S...eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., Speed: 31 31 31
tO MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 23,...,,,,..,,,,...,,,, 23..,,,,..,,,,...,,,,. 23,, Segment #:

Raymond Abassi, P.E., T.E.

Percent in Pace:

Posted Speed Limit
'A TTIC'
Time Period Covered:

88.18 88.68
0 0
4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents:..,��....,��,..,��....,��,..,��....,��,..,��....,��,..,��.... .......��..............��...,..........��...,..........��...,..........��...,.....�.....��.�..,�..�,��3,��.

Mid -Block Accidents

3.�,�..

1.30 1.83
Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected.,.MidBlock Accident Rate: .................................... '1!411.T1

88.43 Date of Observation: 6/2/2015
AverageDaily Traffic (ADT)l�.....n�............n�............n�............n�...........n�............n�............n�............n�.......�.�....n�..�.....�.�....n�..��8,490.........n�............n�............n�............n�..�.....�.�....n�..�.....�.� Lane
Configuration: _ _.,�,�,_,o�,�,�.�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,� 2 -Lane Un-divided
Traffic Controls: .................................................................................. ......... ... ....... ........ ... ............

Signal @ Eastern, Jaboneria, Garfield; Stop @ Gephart, Ira Uncontrolled Crosswalks:�............„............„............„............„...........�..............�............„............„............„............„............„............„............„............„.....„......„............„......

No
PedestrianrBc ales.„,vv...,,v,uv..,,vv...,,v,uv..,,vv...,,v,uv..,,vv...,,v,uv..,,vv...,,v,u..., Y Yes Yes
Truck Traffic
Yes Yes
On -Street Parkin
.................................................................... ............................. ........................................................................ .................................. 9 Yes Yes
Length of Segment: 0.66
g 0.66
VerticleGurvea:.... ..... .. ... .. ....... ... ... ., .,...., ...., .,... ., ... .. ., .,...., ...., .,... ., .. ..., ...., .,... ., ... ., .,... ., ... ., No .,... ., ... ., .,...., ...., .,... ., ... ., ., ... ., .,...., ...., .,... ., Horizontal Curves
Na,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,� Lateral
Visibility: Fair Fair
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �...

Yes Yes
Driveways: Yes Yes
Street Lighting: ...................................................................................... .................................. ............................................ ....................................... ........................................ g g Yes Yes
Ad'acentLand Use: .,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,.....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�.....,,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,_,.,.,�...., I Resi./Comm./Agri./School Residential/Commercial/Agricul ATT w, . A.dditinSRTS.
unl Remks
;: .. ..�� ......��s ..... .�� ..... .tai ..... �� ......��m ......�� ..... ..at.. .......... � .� RECOMMENDED SPEED LIMIT: 30
A-2
450
2

Page 252 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Clara St.

Segment: Garfield Ave. to Scout Ave.

Prepared By: Ryan Kim
PART L. Pevailing,
477.7
Checked By:
tboun
Date of Survey 612/2015 6/2/2015
50th Percentile Speed
28 2
28 28
85th Percentile
...S...eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,...

Speed: 32 32 32
to MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 23,...,,,,..,,,,...,,,, 23..,,,,..,,,,...,,,,. 23 Segment #:

Raymond Abassi, P.E., T.E.

Percent in Pace:

Posted Speed Limit
TTIC'_"
Time Period Covered:
75 75
0 0
4/29/2012 through 4/30/2015
IntersectionNumber of Months c deObserved,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.��.�.�.�....�.�.�.....�.�.�....�.�.�.....�.�.�....�.�.�.....�.�.�....�.�.�.....�..�....�.�.�.....�.�.�....�.�.�...�,�.316 nts:

Mid -Block Accidents:

Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected.,.MidBlock Accident Rate: ....................................

PA T:L
75 0.51

1.83 Date of Observation: 6/2/2015
AverageDaily Traffic (ADT)l�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,.....�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,.�.....�e�....n�,.��8,478....�e�....n�,......�e�....n�,......�e�....n�,.�.....�e�....n�,.�.....�e�....

Lane
Configuration: _ _
2 -Lane Un-divided
Traffic Controls: .................................................................................. ............................................. ... ... .......................................

Signal @ Garfield Ave, Emil Ave
Uncontrolled Crosswalks:�............„............„............„............„...........�.,...„„.......�.,o..„„.......�.,o..„„..�.....„...„.........„...„„„......„............„............„............„............„............„..........

No
Pedestrian/Bc4Nales:

Y Yes Yes
Truck Traffic
Yes Yes
On -Street Parking:
..................................................�.�.�.�.�.�..�.�.�.�.�..�.�.�.� Yes.................�.�..�.�.�.�.�..�.�.�.�.�.�..�. ......................�..�.�.�.�.�..�.�.�.�.�.�..Yes ......�.�..�.�.�.�.�.�..�.�.�.�.�..� Length of Se,�,..rr ent�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,, g 0.42
Verticle Curves: No
Horizontal Curves
Na,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro, Lateral
Visibility: Fair Fair
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .

Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................. .....,...............,...............,...............,...............,...............,........... ...,...............,...............,...............,...............,...............,. g g Yes No
Adjacent' La nd..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,...,�....,.,.,�.,.,.,.,�_...,.,.,�.,.,.,.,.�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,_,.,�.,.,.,.,�....,.,.,�.

Commercial/Residential Commercial/Residential
'A)ICT w, . Additinunl Remks
;: .. ..�� ......��s ..... .�� ..... .tai ..... �� ......��m ......�� ..... ..at.. .......... � .� .: ...

SRTS.

RECOMMENDED SPEED LIMIT: 30
A-3
451

Page 253 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Eastern Ave.

Segment: North City Limits to Gage Ave.

Prepared By: Ryan Kim
PART L. Pevallrng,
477.7
Checked By:

Segment #:

Raymond Abassi, P.E., T.E.

Dafe of' Survey:
�.,.,...�.�.�.�.�..�.�.�.�.�...�.�.�.,,�.�.�.�.�.�..�.�.�.�.�.�..,.�.�.�..�.�.�...�...�.,.,.,...�.�.�.�.�...�.�.,..�.�.�.�.�.,. ..u...�...�....�.�..�.�.�.�5y2�...7/Y01 5�_,.�u.�..�.�.�.�.�.�.. 5/27/2015
50th Percentile Speed: 35
33 34
85th Percentile
...S...�eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., Speed: 40 39 39.5
10 MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 31�...,,,,..,,,,...,,,, 29 ..,,,,..,,,,...,,,,. 30�,
Percent in Pace:

Posted Speed Limit
'A TTIC'
Time Period Covered:

68.91 83.93
40 40
4/29/2012 through 4/30/2015
IntersectionNumber of Months c deObserved,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.�,�.�.�,�.�.�,�.�.�.�..�.��.�.�.�....�.�.�.�...�.�.�....�.�.�.�...�.�.�....�.�.�.�...�.�.�....�.�.�.�...�..�....�.�.�.�...�.�.�....�.�.�.�.�,�� 36 nts:

Mid -Block Accidents:

Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block AccidentRate.

PA T:L

76.42 0.81

2.14 hbound............ ... ..... ..................Southbound Date of Observation: 6/2/2015
Average Daily Traffic (ADT)
2 694. ...�e�....n�,......�e�....n�,.�.....�e�....n�,.�.....�e�...� 0 Lane Configuration:
4-Lane Divided
Traffic Controls: ..................................................................................... ......................................................y,............................................................................................................

Signals @ Watcher St, and Gage Ave
Uncontrolled Crosswalks: N .�n�.��...��.n�.��...��n�n�n�.��.�.�.��.n„��.„�.�� o
Pedestrian/Bic cles:.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,u��.

Y Yes Yes
Truck Traffic:

Yes Yes
On -Street Parking:
..................................................�.�.�.�.�.�..�.�.�.�.�..�.�.�.� Yes ........ ........�.�..�.�.�.�.�..�.�.�.�.�.�..�. ...............�..�.�.�.�.�.�..�.�.�.�.�..�.�...........Yes.................

Len..�.�tn ef ,�,.. �,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,, .�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...� �...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,... �,.,.,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,. 9 Segment: 0.25
Verticle Curves:
.... ....... .... ......... ....,.........,...... ..............................No..........,.........,.........,.......

Horizontal Curves
No��,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro� Lateral VisibititY Good Good
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................. .....,...............,...............,...............,........... ...,...............,........... ...,...............,...............,...............,................ g g Yes Yes
Adjacent n tLand..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,� 1 Commercial Commercial
PART Ft , Addltl 11 emxrks
nh�
RECOMMENDED SPEED LIMIT: 40
A-4
452
4

Page 254 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Eastern Ave.

Segment:

Gage Ave. to Lubec St.

Prepared By: Ryan Kim
PART I : Pevoilrng
477.7
Segment #:

Checked By: Raymond Abassi, P.E., T.E.

Dafe of' Survey:
�.,.,...�.�.�.�.�..�.�.�.�.�...�.�.�.,,�.�.�.�.�.�..�.�.�.�.�.�..,.�.�.�..�.�.�...�...�.,.,.,...�.�.�.�.�...�.�.,..�.�.�.�.�.,. ..u...�...�....�.�..�.�.�.�5y2�...7/Y01 5�_,.�u.�..�.�.�.�.�.�.. 5/27/2015
50th Percentile Speed
3 35 35.5
Speed:85th Percentile
... ...� ,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., 39 40 39.5
10 MPH Pace: 31 31 31
Percent in Pace:

Posted Speed Limit

83.33 79.65 81.49
40 40
Time Period Covered: 4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents:
16 Mid -Block Accidents:

Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block AccidentRate.
'1!AftT1

0.68 2.14
hbound............ ... ..... ..................Southbound Date of Observation: 6/10/2015
AverageDaily Traffic (ADT).....n�,...........n�,...........n�,.....„.....n�,..........n�,...........n�,...........n�,.....„.....n�,.....„....n�,.....„.....n�,.�29751........n�,...........n�,.�....„.�....n�,.�....��.�...� Lane Configuration:
4-Lane Divided
Traffic Controls:

Signal @ Gage Ave, Loveland St, Lubec St
Uncontrolled Crosswalks: N .�n�.��...��.n�.��...��.n„��.„�.��.n„��.„�.�� o
Pedestrian/Bic cles:.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,uw��.�,ww�.��.,.v,u��.

Y Yes Yes
Truck Traffic:

Len..�.�tn ef ,�,.. �,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,, .�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...� �...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,... �,.,.,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,. 9 Segment: 0.27
Verticle Curves:
.... ....... .... ......... ....,.........,...... ..............................No..........,.........,.........,.......

Horizontal Curves
No��,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro� Lateral VisibititY Good Good
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................. .....,...............,...............,...............,........... ...,...............,........... ...,...............,...............,...............,................ g g Yes Yes
Adjacent n tLand..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,� 1 Commercial Commercial
PART Ft , Addltl i 1 emx,�ks
oo
RECOMMENDED SPEED LIMIT: 40
A-5
453
5

Page 255 of 577 ends

Engineering and Traffic Survey
(CVC Section 627)
Street: Eastern Ave.

Segment: Lubec St. to Florence Ave.

Prepared By: Ryan Kim
PART L. Pevallrng,
4777
4 Checked By:

Segment #:

Raymond Abassi, P.E., T.E.

Dafe of' Survey:
�.,.,...�.�.�.�,�..�.�.�.�.�...�.�.�.,,�.�.�.�.�.�..�.�.�.�.�.�..,.�.�.�..�.�.�...�.�..�.,.,.,...�.�.�.�,�.�..�.�.,..�.�.�.�.�.,. ..u...�...�....�.�..�.�.�.�5y2�...7/Y01 5�_,.�u.�..�.��.�.�.�.. 5/27/2015
50th Percentile
Speed:

38.�.�.�.�..,�.�.�,.,..,�.�.�.�.�..,�.�.�,.,..�.�.�.�.�..,�.�.�,.,..,�.�.�.�.�..,�.�.�,��.�.,�.�.�.�.�..,�.�.�,. 36 37
85th Percentile
...S...�eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,...

Speed: 41 41 41
10 MPH
Pace:
.,,,,.�.,,,,..,,,,.�.,,,,..,,,,.�.,,,,..,,,,.�.,,,,..,,,,.�.,,,,..,,,,.�.,, 33,.�.,,,,..,,,,.�.,,,, 3 32 1

Percent in Pace:

Posted Speed Limit
'A TI I Acc do nt Rceurcls

73.39 78.5 75.945
40 40
Time Period Covered: 4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents: 6
Mid -Block Accidents:

Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block AccidentRate.

PAi TL
hbound............ ... ..... ...................Southbound Date of Observation: 6/2/2015
Average Daily Traffic(ADT)
28,134
Lane LaneConfig uration:
5-Lane Divided
Traffic Controls:
ignal @ Lubec St, Ludell St, Florence Ave, Los Jardines, Market Plac Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yesn,wu��.v�d��n,wu��.vw�d��n,wu��.v�d��n,v Yes Truck Traffic: �u
Yes Yes
On -Street Parking:
..................................................�.�.�.�.�.�..�.�.�.�.�..�.�.�.� Yes ........ ........�.�..�.�.�.�.�..�.�.�.�.�.�..�. ...................................................No Length
of. Segment:
..... ...... ..... ...... ..... ...... ..... ...... ..... ..... . ..... ...... ..... ...... ..... ...... ..... ...... ..... ...... ..... .....O..26 Ve rtcle...Curves: N
o
Horizontal Curves
No
Lateral Lateral...Visibility:
.�........�.�.....�.�.�........�.�.....�.�.�.....�.�.�.�.....�.�.�.....�.�.�.�.....�.�.�.....�.�.�.�.....�.�.�.....�.�.�.�....�.�.�.....�.�.�.�.....�.�.�.....�.�.�.�.....�.�.�....Good ...�.�.�....�.�.�.....�.�.�.�.....�.�.�.....�.�.�.�.... �.�.�.... Good Sidewalks:..„.,.,��...�..,.,�...„.,.,��...�..,.,�...„.,.,��...�..,.,�...„.,.,��...�..,.,�...„.,.,��...�..,.,�...„.,.,��...�..,.,�...�..,.,�. �..�..,.,�...�..,.,��...�..,.,�...�..,.,��...�..,.,�...�..,.,��...�..,.,�...�..,.,��..� �..,.,�...�..,.,��...�..,.,�...�..,.,��.. �..,.,�...�..,.,��...�..,.,�...�..,.,��...�..,.,�...�..,.,��...�..,.,�....

Yes Yes
Driveways: Yes Yes
Street Ll...hti n.......................................................................................... ............................................................. ............................. ..................................................... g g Yes Yes
Adjacent n tLand..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,. 1 Commercial Commercial
6 3 SB Through Lanes; 2 NB Through Lanes.

RECOMMENDED SPEED LIMIT: 40
Exhibit 5
A-6
454

Page 256 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Eastern Ave.

Segment:

Florence Ave. to Clara St.

Prepared By: Ryan Kim
PART L. Pevailing
477.7
Segment #:

Checked By: Raymond Abassi, P.E., T.E.

Dafe of' Survey:
,.,.,...�.�.�.�.�..�.�..�.�...�.�.�.,,�.�.�.�.�.�..�.�.�.�.�.�..,.�.�.�..�.�.�...�...�.,.,.,...�.�.�.�.�...�.�.,..�.�.�.�.�.,. ..u,..�.„.�....�.�..�.�.�.�..6/2/e.�.�.� 2015 6/2/2015
50th Percentile Speed: 39
37 38
85th Percentile
...S...�eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., Speed: 43 41 42
10 MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 34,...,,,,..,,,,...,,,, 33..,,,,..,,,,...,,,,. 33.5 Percent in Pace:

Posted Speed Limit
Time Period Covered:

81.9 79.25
40 40
4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents: 7
Mid-Block
Accidents
.................................................................................................. .................................................................................. ......................�,.,..�,�..,.,�,.,...�1 1�,�..

1.16 2.14
Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block AccidentRate.
'1W1T1

80.575
hbound............ ... ..... ..................Southbound Date of Observation: 6/2/2015
Average Daily Traffic (ADT)
2 6258..„�e�....n�,......�e�....n�,......�e�....n�,.�....„e�....n�,.�...

Lane Configuration:
5-Lane Divided.,,,o,,,,,,o,,,,,o,,,,,,o,,,,,o,,,,,,o,,,,.

Traffic Controls:

Signal @ Florence Ave, Fry St, Live Oak St, Clara St
Uncontrolled Crosswalks: �.�.....n�......�.�.....n�... No n�n�......�.�.....n�......�.�.....n�......�.�.....n�......�.�.....n�...

Pedestrian/Bic cles:,�,ww�.��.,.v,uw��„�,ww�.��.,.v,uw��„�,ww�.��.,.v,uw��„�,ww�.��.,.v,uw��„�,ww�.��.,.v,u��, Y Yes Yes
Truck Traffic:

Yes Yes
On -Street Parking:

Yes No
Len..�.�r8 ef ,�,.. �,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,, .�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...� �...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,... �,.,.,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,.,...�.�...,...�.�.�.�,., 9 Segment: 0.33
Verticle Curves:
.... ....... .... ......... ....,.........,...... ..............................No...................,.........,.........,...

Horizontal Curves
No.�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,ro.

Lateral VisibititY Good Good
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,.,.

Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................ ................................................................. ............................... ............................................................................ g g Yes Yes
Adjacent n tLand..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�. 1 Commercial Commercial
PAST It ,'Add l otud Remark
3 SB Through Lanes and 2 NB Through Lanes bet. Florence Ave and Live Oak St; 4 -Lane Divided bet. Live Oak S Clara St.. SRTS.

RECOMMENDED SPEED LIMIT: 40
A-7
455
7

Page 257 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Eastern Ave.

Segment:

Clara St. to Garfield Ave.

Prepared By: Ryan Kim
PART L. Pevailing
Segment #:

Checked By: Raymond Abassi, P.E., T.E.

Date of Survey 6/2/2015 6/2/2015
50th Percentile Speed: 35
35 35
85th Percentile
...S...�eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., Speed: 40 41 40.5
10 MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 31�...,,,,..,,,,...,,,, 30..,,,,..,,,,...,,,,. 30.5 Percent in Pace:

Posted Speed Limit
TTIC'_"
Time Period Covered:

77.48 63.39
40 40
4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents:..............................................................................................................................................�.�......�.�..,...�,�.�14�.�.

Mid-Block
Accidents
.................................................................................................. .................................................................................. ......................�,.,..�,�..,.,�,.,...�14...

0.79 2.14
Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block Accident Rate: .................................... 'T!Aft.T1

70.435
hbound............ ... ..... ..................Southbound Date of Observation: 6/2/2015
AverageDaily Traffic (ADT)l�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,.....�e�....n�,......�e�....n�,......�e�....n�,......�e�....n�,...... ....n�,......�e�....n�,.�22676...�e�....n�,......�e�....n�,......�e�....n�,.�.....�e�....n�,.�.....�e�....

Lane
Conf uraton�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�,o�,�,�,�,�,�,o�,�,�,�,�, _ Configuration: 4 -Lane Divided
Traffic Controls: ..................................................................................... .............................................................................................. ..............................................................................

Signal @ Clara St, Jaboneria Rd, Muller St, Garfield Ave Uncontrolled Crosswalks:n�............n�............n�......�.�.....n�......�.�.....n �� N .n�............n�............n�............n„��.„�.��.n„��.„�.�� o
PedestrianrBcv�.ales:

Y Yes Yes
Truck Traffic
Yes Yes
On -Street Parking:
..................................................�.�.�.�.�.�..�.�.�.�.�..�.�.�.� Yes........ ........�.�..�.�.�.�.�..�.�.�.�.�.�..�. ......................�..�.�.�.�.�..�.�.�.�.�.�..Yes ......�.�..�.�.�.�.�.�..�.�.�.�.�..� Length of Se,�,..rnent�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,, .��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..� g 0.71
Verticle Curves: No
Horizontal Curves Yes,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro, Lateral
Visibility: Fair Fair
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .

Yes Yes
Driveways: Yes Yes
Street Lighting: ................................................................................................. .....,...............,...............,...............,........... ...,...............,........... ...,...............,...............,...............,...............,...............,. g g Yes Yes
Adjacent' La nd..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,...,�....,.,.,�.,.,.,.,�_....,.,�.,.,.,.,.�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,_,.,�.,.,.,.,�....,.,.,�.

Commercial/Residential Commercial/Residential
'A)ItT w,. Additinanl Remks
;: .. ..�� ......��s ..... .�� ..... .tai ..... �� ......��m ......�� ..... ..at.. ......... � .� .: ...

SRTS.

RECOMMENDED SPEED LIMIT: 40
A-8
456
8

Page 258 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street:

Segment:

Florence Ave.

West City Limits to Jaboneria Rd.

Prepared By: Ryan Kim
PART L. Pevailrng
Segment #:

Checked By: Raymond Abassi, P.E., T.E.

WOW)
Date of Survey 5/28/2015
50th Percentile
Speed
...................................................................... ...........................42'...�..,�.�.�,.,..,�.�.�.�.�.,�.�. 37 39.5
85th Percentile
...S...eed:,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., Speed: 47 42 44.5
tO MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 32,...,,,,..,,,,...,,,, 32..,,,,..,,,,...,,,,. 32,, Percent in Pace:

Posted Speed Limit
TTIC'_"
Time Period Covered:

64.15 70
40 40
4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents:...............................................................................................................................................�......�.�..,...�,�.�.�7,�.�.�.

2.44 2.14
Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected Mid -Block Accident Rate: .................................... '',1!Aft.T1

67.075
Date of Observation: 6/10/2015
AverageDaily Traffic (ADT)l�.....n�,...........n�,...........n�,...........n�,..........n�,...........n�,...........n�,...........n�,...........n�,...........n�,.�22791........n�,...........n�,...........n�,.......�....n�,.�.....�.�....n�,.�...

Lane
Configuration: _
6 -Lane Divided
Traffic Controls: ..................................................................................... ...................................................................................................................................................................................

Signal @ Florence Ave, Ajax Ave, El Selinda Ave, Jaboneria Rd Uncontrolled Crosswalks:�............„............„............„............„..........,„„............„............„............„............„.............„............„............„............„............„............„............„...

No
Pedestrian/Bc ales.„,vv...,,v,uv..,,vv...,,v,uv..,,vv...,,v,uv..,,vv...,,v,uv..,,vv...,,v,u..., Y Yes Yes
Truck Traffic
Yes Yes
On -Street Parking: Yes Yes
Length of Segment: 0.46
g 0.46
VerticleGurvea:...................... .... ....... .... ......... ....,.........,...... ..............................NO .,... .... ..,.... .... .,......... .....,.........,...

Horizontal Curves
Na,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,ron Lateral
Visibility: Good Good
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,.,.

Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................. .....,...............,...............,...............,...............,...............,........... ...,...............,...............,...............,...............,...............,........ g g Yes Yes
Adjacent' La rid..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,..,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�.

Commercial Commercial/School
Idlnuanal,TRemarks
SRTS. On -street parking is partially permitted.

RECOMMENDED SPEED LIMIT: 40
A-9
457
9

Page 259 of 577 ends

Exhibit 5
Engineering and Traffic Survey
(CVC Section 627)
Street: Emil Ave.

Segment:

Florence Ave. to Scout Ave.

Prepared By: Ryan Kim
PART L. Pevailing
Segment #: 1 O
Checked By: Raymond Abassi, P.E., T.E.

DafeofSurvey:
�.,.,...�.�.�.�,�..�.�.�.�.�...�.�.�.,,�.�.�.�.�.�..�.�.�.�.�.�..,.�.�.�..�.�.�...�.�..�.,.,.,...�.�.�.�,�.�..�.�.,..�.�.�.�.�.,. ..u...�...�....�.�..�.�.�.�5/27�... /Y01 5 5/27/2015
50th Percentile Speed
2 27 26.5
Speed:85th Percentile
... ...� ,,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.....,.,...„.,.,�.................................�.....,.,.....,.,�.....,.,.....,.,�.....,.,.....,.,�..,..,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,.....,.,.....,.,.,... ,.,.....,.,.,.....,.,.....,.,.,.....,.,....., 31 31 31
10 MPH
Pace:
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 22,...,,,,..,,,,...,,,, 23 ..,,,,..,,,,...,,,,. 22.5
Percent in Pace:

Posted Speed Limit
'A TTIC'
Time Period Covered:

85.59 86.11
25 25
4/29/2012 through 4/30/2015
Number of Months Observed: 36
Intersection Accidents:...............................................................................................................................................�......�.�..,...�,�.�..0,�.�..

Mid-Block
Accidents:
.................................................................................................. .................................................................................. ...........................�,�..,.,�,.,...�..1,�.�,�..

1.63 1.83
Mid -Block Accident Rate Per Milliion Vehicle Miles:

Expected.,.MidBlock Accident Rate: ....................................

85.85 hbound............ ... ..... ...................Southbound Date of Observation: 6/2/2015
AverageDaily Traffic (ADT)l�.....n�,...........n�,...........n�,...........n�,..........n�,...........n�,...........n�,...........n�,..........n�,...........n�,.��2,94fi.........n�,...........n�,...........n�,.�.....�.�....n�,.�.....�.�....

Lane
Configuration: _ _
2 -Lane Un-divided
Traffic Controls: ..................................................................................... .........................................................................................................................................................................

Signal @ Florence Ave, Clara St; Stop @ Scout Ave
Uncontrolled Crosswalks:
n�......�.�.....n�......�.�.....n�......�.�.....n�......�.�.....n�....�.�..�...n�..�..„�n�.�..„�...n�......�.�.....n�......�.�.....n�..... �.�.....n�......�.�.....n�... No.n�......�.�.....n�......�.�.....n�......�.�.....n„��.„�.��.n„��.„�.�� Pedestrian/B cv�.ales:.�,ww�.�.�.,.v,uw�.�.�.�,ww�.�.�.,.v,uw�.�.�.�,ww�.�.�.,.v,uw�.�.�.�,ww�.�.�.,.v,uw�.�.�.�,ww�.�.�.,.v,u�.�.�.�.

Y Yes Yes
Truck Traffic
No No
On -Street Parking:
..................................................�.�.�.�.�.�..�.�.�.�.�..�.�.�.� Yes........ ........�.�..�.�.�.�.�..�.�.�.�.�.�..�. ......................�..�.�.�.�.�..�.�.�.�.�.�..Yes ......�.�..�.�.�.�.�.�..�.�.�.�.�..� Length of Se,�,..rr ent�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,, .��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..��..,..��.�,.,..� g 0.19
Verticle Curves: No
Horizontal Curves Yes,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro,,,�,�,roro,,,�,�,ro, Lateral
Visibility: Poor Poor
Sidewalks:
�.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �.....,., ...„.,., �........ ........ . ....... ........ �.....,., .....,., �.....,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.. ..,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .....,., �.....,., .

Yes Yes
Driveways: Yes Yes
Street Lighting:................................................................................................. .....,...............,...............,...............,........... ...,...............,........... ...,...............,...............,...............,...............,...............,. g g Yes Yes
Adjacent' La nd..,Use:�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�...,.,.,�.,.,.,.,�....,.,.,�...,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�.....,.,�.,.,.,.,�....,.,.,�.,.,.,.,�... .,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,.,.,�.,.,.,.,�....,_,.,�.,.,.,.,�....,.,.,�.

Residential / Commercial Commercial/Residential
'A1 T w, . A.dditinunl Remks
;: .. ..�� ......��s ..... .�� ..... .tai ..... �� ......��m ......�� ..... ..at.. ......... � .� .: ...

SRTS.

RECOMMENDED SPEED LIMIT: 25
A - 10
458

Page 260 of 577 ends

Bell Gardens City CouncilMarch 23, 2026

Bell Gardens City Council
March 23, 2026