Redondo Beach City Council
May 30, 2023

211 Imperial Highway, Suite 208, Fullerton, CA 92835 || (714) 992-4592 || [email protected] October 2022
Final Report
2022 CITYWIDE ENGINEERING

AND TRAFFIC SURVEY
2022 Engineering & Traffic Survey (E&TS) Report
Page i

TABLE OF CONTENTS
Section Page
Certification ........................................................................................................................................  ii

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

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

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

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

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

3.3  Spot Speed Survey .................................................................................................. 7

4.0  Survey Findings and Recommendations ............................................................................ 8

4.1  Speed Limit Signing – General .............................................................................. 10

5.0  Summary and Conclusions ............................................................................................... 12

Tables
1  Accident Survey Analysis .................................................................................................... 5 2  Segment Spot Speed Survey ............................................................................................... 9 Appendices
A  Regulations Governing Speed Limits and Definition of Terms B  Speed Zoning Regulations from Caltrans
C  Traffic Radar Certifications
D  Engineering and Traffic Survey Summary Reports
Collision Summary Reports
E  Field Survey Sheets

2022 Engineering & Traffic Survey (E&TS) Report
Page ii

CERTIFICATION
I, Ignacio Sanchez Hernandez, do hereby certify  that this Engineering and Traffic Survey  for the City of Redondo Beach was performed under my supervision and is accurate and complete. I certify that I have the knowledge in performing surveys of this type and I am duly registered in the State of California as a professional Traffic Engineer.

Ignacio Sanchez Hernandez
RTE # 2344
Traffic No. 2344
2022 Engineering & Traffic Survey (E&TS) Report
1 SECTION 1.0
Introduction
The purpose of this report is to document the results of an Engineering and Traffic Survey (E&TS) conducted to update the speed limits on thirty‐six (36) City‐selected arterial, collector, and local roadways on the City of Redondo Beach roadway network.

The  overall  study  was  conducted  to  comply  with  existing  State  regulations  concerning  the  increasing  or decreasing of speed limits within City boundaries. Roadways within business and residential districts have an established speed limit of 25 miles per hour while alleys and blind intersections are 15 miles per hour, both limits are designated by California law. As such  they are not  typically included in  the E&TS.  Intermediate speed limits between 25 and 65 miles per hour may be established by local authorities based on the E&TS.

It is a common belief  that posting of speed limit  traffic signs will influence drivers  to drive at  that speed.

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

This  report  contains  sufficient  information  to  document  that  the  conditions  of  the  latest  edition  of  the CVC Section 627 have been satisfied and that other conditions not readily apparent to motorists are properly identified. To legally use radar for speed enforcement, Section 40802 of the CVC requires that speed limits be established per Sections 22357 and 22358 of  the CVC,  the limits must be justified by an E&TS conducted within five years prior to the date of the alleged violation. However, a change in State law allows cities to extend the survey period up to seven, ten, or fourteen years depending on specific criteria1 .

The latest edition of the CVC has highlighted bicycle and pedestrian safety as part of the engineering and traffic survey, and this aspect was considered as a part of this report.  Additionally, effective January 1, 2022, several of the CVC sections mentioned above were amended and additional sections were added related to traffic safety and speed limits. These changes to the CVC were made in accordance with Assembly Bill No. 43 (AB 43) which was approved by the State of California on October 8, 2021. AB 43 is included in Appendix A for reference. The following are some key highlights of AB 43:
‐ Allows prima  facie speed limit of 25 mph on State highways located in any business or residence district.
‐ Authorizes Caltrans and a local authority to declare a speed of 20 or 15 mph on State highways. ‐ Authorizes a lower  speed limit  on a  section of  highway  contiguous  to a business activity  district.

Definition of “business activity district” identified in AB 43 text. 1 Refer to Appendix A for specific survey criteria.
2022 Engineering & Traffic Survey (E&TS) Report
2 ‐ Authorizes a local authority  to  further  reduce  the  speed limit beyond  the  5‐mph  reduction after June 30, 2024.
‐ Extends validity of speed surveys from 10 years to 14 years if evaluated by registered engineer. ‐ Local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed  limit  if  that  speed  limit  was  established  with  an  engineering  and  traffic  survey  and  if  a registered  engineer  has  evaluated  the  section  of  highway  and  determined  that  no  additional general‐purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

The current study will verify, increase, or decrease existing speed limits within the City based on the data and results of this survey. The Citywide surveys were conducted in July and September 2022.

Spot speed surveys were taken at 36 locations on the City’s network in conformance with the State law for conducting engineering and traffic surveys for the purpose of establishing prima facie speed limits. The data was collected per the California Manual on Uniform Traffic Control Devices (CA MUTCD), November 7, 2014 edition. Sections of the CA MUTCD detailing regulations for conducting the required “Engineering and Traffic Survey” are presented in Appendix B.

The actual speed zone surveys were conducted by AGA Engineers, Inc. (AGA). A California registered traffic engineer  from  AGA  reviewed  the  streets,  the  survey  data,  and  the  crash  statistics  to  arrive  at  the recommended speed limits for each segment.
2022 Engineering & Traffic Survey (E&TS) Report
3 SECTION 2.0
Study Methodology
The study involved three major categories of data collection and analysis: (1) geometric and characteristic street surveillance; (2) spot speed survey; and (3) accident rate analysis.

The streets were surveyed by field observation to determine the existing roadway characteristics, condition and placement of  signs and markings, adjacent land  uses,  pedestrian and  bicycle activity, and  to identify roadway characteristics that are not readily apparent to vehicle drivers.

The spot speed surveys, utilizing a calibrated radar gun, were conducted at 36 roadway segment locations to determine existing vehicular travel speeds. A minimum of 100 observations (50 for each direction of travel) were  recorded  when  possible.  This  data  was  used  to  calculate  statistical  information  such  as  the  85th percentile speed, 10 mile per hour pace speed2
, percent of vehicles within the 10 mile per hour pace, median speed and other pertinent data for analysis.

Certifications of the radar technician and the radar gun used for the speed surveys are found in Appendix C.

The radar technician successfully completed a course on the operation of the radar devices per Section 40802 of the CVC.

Accident data was obtained from the Statewide Integrated Traffic Records System (SWITRS) for a three‐year period from January 1, 2019 through December 31, 2021 for all roadway segments. The accident rate was calculated and considered in recommending the speed limit.

2 Refer to Appendix A for definition of terms.
2022 Engineering & Traffic Survey (E&TS) Report
4 SECTION 3.0
Survey Results

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

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

3.2 Accident Rate Analysis
The accident rate for each speed survey segment was determined by using the most recent accident records as required by CVC Section 627. Based on a review of the SWITRS collision reports for January 1, 2019 through December 31, 2021, mid‐block accident rates were calculated for each street surveyed. The results of the accident rate calculations, including the Average Expected Accident Rates for each type of roadway facility, are shown in Table 1 on the following page and in the Engineering and Speed Survey Summary sheets in Appendix D.

The Average Expected Accident Rates are based on the 2020 Collision Data on California State Highways3 and
are summarized below:

Roadway Type  Average Expected Accident Rate
Conventional 2 lanes or less (< 45 mph)  1.07
Conventional 2 lanes or less (> 45 mph)  0.61
Divided 4 lanes (< 45 mph)  0.64
Divided 4 lanes (> 45 mph)  0.93
Divided 5 lanes or more (< 45 mph)  0.75
Divided 5 lanes or more(> 45 mph)  0.87
3 2020 Collision Data on California State Highways, State of California Department of Transportation. 2022 Engineering & Traffic Survey (E&TS) Report
5 182nd Street 1 Inglewood Avenue to Kingsdale Avenue 0.26 1,398 7,069 1 0.49 1.07Herondo Street 2 Harbor Drive to Pacific Coast Highway 0.44 2,297 9,011 3 0.70 1.07Torrance Boulevard 3 Pacific Coast Highway to East City Limit 0.74 3,918 17,829 6 0.41 0.64 4 Harbor Drive to Pacific Coast Highway 0.36 1,911 5,092 2 0.99 1.075 Pacific Coast Highway to Flagler Lane 0.74 3,900 6,934 3 0.53 1.07 Emerald Street 6 Catalina Avenue to Prospect Avenue 0.68 3,609 2,312 1 0.58 1.07Del Amo Street 7 Diamond Street to Prospect Avenue 0.29 1,542 5,945 1 0.53 1.07 8 Pacific Coast Highway to Inglewood Avenue 1.71 9,013 18,184 10 0.29 0.64 9 Inglewood Avenue to Hawthorne Boulevard 0.45 2,376 26,329 2 0.15 0.64 Beland Boulevard 10 Robinson Street to Inglewood Avenue 0.38 2,023 2,218 0 0.00 1.07 11 190th Street to Grant Avenue 0.74 3,920 23,926 5 0.26 0.6412 Grant Avenue to Artesia Boulevard 0.26 1,393 28,537 1 0.12 0.6413 Artesia Boulevard to Manhattan Beach Boulevard 1.00 5,280 34,835 8 0.21 0.6414 Manhattan Beach Boulevard to Marine Avenue 0.50 2,643 41,424 6 0.26 0.7515 Palos Verdes Boulevard to Avenue I 0.31 1,616 7,576 2 0.79 1.0716 Avenue I to Esplanade/Pearl Street 1.21 6,374 7,359 17 1.75 0.6417 Esplanade/Pearl Street to Beryl Street 0.74 3,916 15,211 7 0.57 0.6418 Beryl Street to Pacific Coast Highway 0.52 2,739 15,045 5 0.59 0.6419 Aviation Boulevard to Inglewood Avenue 1.23 6,515 11,815 10 0.63 1.0720 Inglewood Avenue to Kingsdale Avenue 0.30 1,568 6,111 1 0.50 1.07 Torrance Boulevard 21 Pier to Pacific Coast Highway 0.15 791 8,253 2 1.48 0.64 22 Harper Avenue to Artesia Boulevard 0.62 3,257 31,056 19 0.91 0.6423 Artesia Boulevard to Robinson Street 0.52 2,747 35,134 2 0.10 0.6424 Robinson Street to Manhattan Beach Boulevard 0.52 2,739 38,195 0 0.00 0.6425 Manhattan Beach Boulevard to Marine Avenue 0.50 2,644 38,088 2 0.10 0.75 Diamond Street 26 Catalina Avenue to Prospect Avenue 0.84 4,440 4,256 2 0.51 1.07Manhattan Beach Boulevard 27 Aviation Boulevard to Inglewood Avenue 1.00 5,270 32,573 11 0.31 0.75Palos Verdes Boulevard 28 Pacific Coast Highway to East City Limit 0.67 3,543 12,805 2 0.21 0.64 Phelan Lane 29 Lilienthal Lane to 190th Street 0.13 681 1,717 0 0.00 1.07 30 Pacific Coast Highway to Palos Verdes Boulevard 0.47 2,505 10,112 1 0.19 0.6431 Palos Verdes Boulevard to Camino Real 0.50 2,618 10,804 1 0.17 0.6432 Camino Real to Torrance Boulevard 0.61 3,247 15,866 7 0.66 0.6433 Torrance Boulevard to Del Amo Street 0.67 3,546 19,723 10 0.69 0.6434 Del Amo Street to Anita Street/190th Street 0.70 3,691 18,751 4 0.28 0.6435 Paseo de la Playa to Knob Hill Avenue 0.89 4,697 5,610 4 0.73 1.0736 Knob Hill Avenue to Catalina Avenue 0.57 3,009 4,891 12 3.93 1.07 1  ADT counts conducted September 20222  Statewide Integrated Traffic Records System (SWITRS) Accident Data from 1/1/2019 to 12/31/20213  Caltrans 2020 State Highway Collision Data Table 1: 2022 Speed Zone Survey ‐ Accident Survey Analysis City of Redondo Beach
Street No. Segment Distance (mile) Distance (feet) ADT1 Accidents2 (2019‐2021)  Accident Rate Expected3 Accident  Rate Beryl StreetAnita Street/190th StreetInglewood AvenueCatalina AvenueGrant AvenueAviation BoulevardProspect AvenueEsplanade 2022 Engineering & Traffic Survey (E&TS) Report
6 The mid‐block accident rate in terms of “accidents per 1,000,000 vehicle miles of travel” for each segment surveyed was calculated and is shown on the Engineering and Traffic Survey summary sheets. The following shows a sample calculation.

The rate was calculated using the following equation:

Accident Rate   =  Number of Midblock accidents x 106
24‐hour volume x 365 x segment length x number of years Where:
 Number of mid‐block accidents based on three years (May 1, 2019 to May 1, 2022)  24‐hour volume (both directions) in the survey segment  Segment length in miles
The 24‐hour volume counts were conducted in September 2022. The ADT counts are provided in Appendix F.

Example:

To calculate the accident rate on Inglewood  Avenue between 190th Street and Grant Avenue (segment # 11) where:
 5    = Number of mid‐block accidents
 23,926  = 24‐hour volume (both directions) in the survey segment  0.74  = Segment length in miles
 3    = Number of analysis years
Accident Rate    =  5 x 106
23,926 x 365 x 0.74 x 3
= 0.26 accidents per million vehicle miles (A/MVM)

The Average Expected Accident Rate for the roadway segment type is 0.64. The calculated accident rate of

0.26 is below the Caltrans published expected rate for this segment.

One of the observed high accident rates in the City was noted at Esplanade between Knob Hill and Catalina Avenue (segment # 36). With an accident rate of 3.93, it is well above the Expected Accident Rate of 1.07 based on the statewide average accident rate. This observed accident rate is due to the following factors:
 Relatively low traffic volume ‐ 4,891 vehicles,
 Relatively short segment ‐ 0.57 mile, and
 Number of collisions ‐ 12 collisions in the three‐year analysis period.

2022 Engineering & Traffic Survey (E&TS) Report
7 3.3 Spot Speed Survey
Spot speed surveys were conducted at each of the 36 street segments to establish a reasonable and effective speed limit based on the premise that the speed limit thus established conforms to the actual behavior of the majority of motorists. The speed limit should normally be established at the first five mile per hour increment nearest the 85th percentile speed recorded, mathematically rounded, for the surveyed segment. However, engineering  judgment  and  other  factors  such  as  street  surveillance  (Section  3.1)  and  accident  rates (Section 3.2) may indicate the need for a five‐mile/hour reduction in establishing reasonable and effective speed limits.

The California Manual on Uniform Traffic Control Devices identifies two options for a reduction of speed:
 Option 1 states that a “posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed, in compliance with CVC Section 627 and 22358.5.”  Option 2 states that “for cases in which the nearest 5 mph increment of the 85th percentile speed would  require a  rounding  up,  then  the  speed limit may be  rounded down  to  the nearest  5 mph increment below the 85th percentile speed if no further reduction is used.” In addition to the two options above, AB 43 now authorizes the local authority to retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic  survey and if a  registered engineer  has evaluated  the  section  of  highway and  determined  that  no additional general‐purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

The criteria used in conducting the radar survey are listed in Appendix B.

The information collected and data calculated for the radar speed survey are as follows:
 Posted speed limit   Number of vehicles observed
 Direction of survey   Average Speed
 Date and time of speed survey   Accident History
 85th Percentile speed   Accident Rate
 50th Percentile speed   Average Daily Traffic
 10 mph pace speed   Road Description
 Percent over pace speed   Pedestrian and bicycle activity  Range of speeds
The summary contains information about vehicular speed data observed, accident data, street classification, and any unusual conditions at the location.

2022 Engineering & Traffic Survey (E&TS) Report
8 SECTION 4.0
Survey Findings and Recommendations
In accordance with the State‐imposed speed limit establishment regulation as defined by CVC Section 627, and the recently adopted Assembly Bill No. 43, there are several factors that may be considered to justify setting the prima facie speed limits five miles per hour below the observed 85th percentile speed.

It should be noted that the regulations found in Appendix B also state that “the establishment of a speed limit of five mph below the 85th percentile speed should be done with great care.” The factors to be considered are:
 Most recent accident record (mid‐block)   Profile condition  Roadway design speed   Intersection spacing offsets
 Safe stopping sight distance   Commercial driveway characteristics (land use)  Super‐elevation   Pedestrian traffic with and without sidewalks  Grades   Pedestrian and bicycle safety
 Shoulder condition
The  above  factors  for  each  roadway  segment  surveyed  are  listed  in  the  Engineering  and  Traffic  Survey Summary sheets in Appendix D. The 85th percentile speed and the above factors were considered in verifying existing speed limits and recommending speed limit changes (increase or decrease). The 2022 Speed Zone Survey – Accident Survey Analysis (Table 1) lists the total number of accidents, calculated accident rate, and the expected accident rate. Table 2 shows the surveyed road segments with posted and recommended speed limits. California Vehicle Code sections are defined in Appendix A. 2022 Engineering & Traffic Survey (E&TS) Report
9 10‐Mile  % in 50th 85th  Posted Recommended
Street Segment Date Pace 10‐Mile % Tile % Tile Speed Limit Speed Limit (mph) Pace (mph) (mph) (mph) (mph)
182nd Street 1 Inglewood Avenue to Kingsdale Avenue 7/19/2022 27‐36 85 32 35 25 25 No Change, AB 43 (Per City records, no changes in roadway configuration since last E&TS), Shared with Torrance Herondo Street 2 Harbor Drive to Pacific Coast Highway 7/21/2022 25‐34 85 29 33 30E/35W 30 Recommend 30 mph for both directions, 85th %, On‐street Parking, ResidentialTorrance Boulevard 3 Pacific Coast Highway to East City Limit 7/21/2022 31‐40 78 35 40 35 35 No Change, 85th %, Bike Lanes,On‐street Parking, Lane Drop 4 Harbor Drive to Pacific Coast Highway 7/21/2022 19‐28 85 23 27 30 25 Decrease, 85th %, Bike lanes, Multiple Driveways, On‐street Parking 5 Pacific Coast Highway to Flagler Lane 7/21/2022 25‐34 80 28 32 30 30 No Change, 85th %, Bike lanes, Multiple Driveways, On‐street Parking, School Zone Emerald Street 6 Catalina Avenue to Prospect Avenue 7/21/2022 24‐33 76 28 32 30 30 No Change, 85th %, Multiple Driveways, On‐street Parking, ResidentialDel Amo Street 7 Diamond Street to Prospect Avenue 7/20/2022 25‐34 86 29 32 30 30 No Change, 85th %, Bike lanes, Multiple Driveways, On‐street Parking, Residential 8 Pacific Coast Highway to Inglewood Avenue 7/21/2022 32‐41 87 36 40 35 35 No Change, 85th %, On‐street Parking, Residential, Park 9 Inglewood Avenue to Hawthorne Boulevard 7/21/2022 35‐44 70 38 44 40 40 No Change, 85th %, On‐street Parking, Residential Beland Boulevard 10 Robinson Street to Inglewood Avenue 7/19/2022 31‐40 76 34 39 25 25 No Change, AB 43 (Per City records, no changes in roadway configuration since last E&TS), Bike Route, Multiple Driveways 11 190th Street to Grant Avenue 7/19/2022 31‐40 88 34 39 35 35 No Change, School Zone, Residential, Cemetery Park12 Grant Avenue to Artesia Boulevard 7/19/2022 33‐42 74 36 41 40 35 Decrease, 85th %, Multiple Driveways, On‐street Parking, Residential 13 Artesia Boulevard to Manhattan Beach Boulevard 7/19/2022 36‐45 70 39 45 40 40 No Change, 85th %, Multiple Driveways, On‐street Parking, School Zone, Residential 14 Manhattan Beach Boulevard to Marine Avenue 7/19/2022 28‐37 76 32 37 35 35 No Change, 85th %, Multiple Driveways 15 Palos Verdes Boulevard to Avenue I 7/20/2022 17‐26 93 20 22 25 20 Decrease, 85th %, High Pedestrian Activity, Multiple Driveways, On‐street Parking 16 Avenue I to Esplanade/Pearl Street 7/20/2022 26‐35 87 29 33 35 35 No Change, 85th %, Bike Lanes, High Accident Rate, Multiple Driveways, On‐street Parking, Residential17 Esplanade/Pearl Street to Beryl Street 7/20/2022 29‐38 78 33 38 35 35 No Change, 85th %, Bike Lanes, Bike Route, Multiple Driveways, On‐street Parking, Residential, Park18 Beryl Street to Pacific Coast Highway 7/20/2022 33‐42 76 37 42 35 35 No Change, 85th %, Continuity of Speed 19 Aviation Boulevard to Inglewood Avenue 7/19/2022 32‐41 82 35 40 35 35 No Change, 85th %, Bike Lanes, High Pedestrian Activity, Multiple Driveways, On‐street Parking, School Zone, Residential, Park20 Inglewood Avenue to Kingsdale Avenue 7/19/2022 30‐39 85 34 38 30 30 No Change, AB 43 (Per City records, no changes in roadway configuration since last E&TS), Bike Lanes, Multiple Driveways, On‐street parking,  Residential, Park Torrance Boulevard 21 Pier to Pacific Coast Highway 7/21/2022 17‐26 82 22 26 30 25 Decrease, 85th %, High Accident Rate, On‐street Parking 22 Harper Avenue to Artesia Boulevard 7/19/2022 31‐40 76 35 40 35 35 No Change, 85th %, On‐street Parking23 Artesia Boulevard to Robinson Street 7/19/2022 34‐43 80 38 42 40 40 No Change, 85th %, Multiple Driveways, On‐street Parking, Residential, Continuity of Speed24 Robinson Street to Manhattan Beach Boulevard 7/19/2022 31‐40 76 36 41 40 40 No Change, 85th %, On‐street Parking, Residential, Continuity of Speed 25 Manhattan Beach Boulevard to Marine Avenue 7/19/2022 37‐46 65 41 47 40 40 No Change, 85th %, Non‐fronting Residential, Park Diamond Street 26 Catalina Avenue to Prospect Avenue 7/26/2022 24‐33 85 29 31 30 30 No Change, 85th %, Bike Lanes, High Pedestrian Activity, On‐street Parking, School Zone, ResidentialManhattan Beach Boulevard 27 Aviation Boulevard to Inglewood Avenue 7/21/2022 35‐44 78 38 43 40 40 No Change, 85th %, Multiple Driveways, On‐street Parking, ResidentialPalos Verdes Boulevard 28 Pacific Coast Highway to East City Limit 7/26/2022 31‐40 80 34 39 30 30 No Change, AB 43 (Per City records, no changes in roadway configuration since last E&TS), Bike Route, On‐street ParkingPhelan Lane 29 Lilienthal Lane to 190th Street 7/20/2022 20‐29 85 24 28 ‐ 25 New speed survey segment 30 Pacific Coast Highway to Palos Verdes Boulevard 7/20/2022 28‐37 87 31 34 30 30 No Change, 85th %, High Pedestrian Activity, Multiple Driveways, On‐street Parking, School Zone, Residential 31 Palos Verdes Boulevard to Camino Real 7/20/2022 33‐42 72 36 42 35 35 No Change, 85th %, High Pedestrian Activity, Multiple Driveways, On‐street Parking, School Zone, Residential32 Camino Real to Torrance Boulevard 7/20/2022 35‐44 76 40 45 35 35 No Change, AB 43 (Per City records, no changes in roadway configuration since last E&TS), High Pedestrian Activity, Multiple Driveways,   On‐ street Parking, School, Residential 33 Torrance Boulevard to Del Amo Street 7/20/2022 32‐41 75 37 42 35 35 No Change, 85th %, High Pedestrian Activity, Multiple Driveways, On‐street Parking, School Zone, Residential 34 Del Amo Street to Anita Street/190th Street 7/20/2022 34‐43 79 37 42 35 35 No Change, 85th %, Multiple Driveways, On‐street Parking, Residential 35 Paseo de la Playa to Knob Hill Avenue 7/26/2022 24‐33 84 26 31 25 25 No Change, 85th %, Bike Lanes, High Pedestrian Activity, Multiple Driveways, On‐street Parking, Residential, Park36 Knob Hill Avenue to Catalina Avenue 7/26/2022 24‐33 86 27 31 25 25 No Change, 85th %, Bike Lane, Bike Route, High Accident Rate, High Pedestrian Activity, Multiple Driveways, On‐street parking, Residential Esplanade Aviation BoulevardProspect Avenue
Table 2: Segment Spot Speed Survey 2022
City of Redondo Beach
Comments
Beryl StreetAnita Street/190th StreetInglewood AvenueCatalina AvenueGrant Avenue 2022 Engineering & Traffic Survey (E&TS) Report
10 4.1 Speed Limit Signing – General
All California motorists are required to know the basic 15, 25, and 65 mph statutory or prima facie speed laws and  are  tested  on  the  subject  when  applying  for  a  driver’s  license.  The  maximum  speed  limit  on  most California highways is 65 mph. However, drivers are permitted to travel 70 mph where posted as such. Unless otherwise posted, the maximum speed limit in California is 55 mph on two‐lane undivided highways and for vehicles towing trailers provided the street is not within a business or residential district. Consequently, speed limit signs covering these prima facie conditions need not be posted on City streets. Although not required by law, speed limit signs for these limits can be posted by a jurisdiction when an engineer determines doing so would enhance public awareness and compliance of the basic speed law.

Typically, such postings occur upon streets that have the following:
 significant daily vehicular traffic volumes,
 cut‐through traffic problems,
 significant grades,
 continued violation of residential 25 mph speed zones, or  other unusual environmental or traffic flow characteristics.

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

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

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

The CA MUTCD outlines speed limit sign size specifications based on the type of roadway facility. Sign sizes vary  from  a  minimum  of  24‐inches  by  30‐inches  on  a  single  lane  conventional  roadway  to  48‐inches  by 60‐inches  on  a  freeway.  It  is  also  important  to  post  signs  in  a  manner  that  they  are  clearly  visible  to approaching traffic from a distance. Care should be taken to maintain landscaping and other vegetation so it does not grow to block the motorist view of signs. In certain circumstances, when an engineer has determined that additional motorist awareness of the speed limit is needed, the speed limit can also be painted on the street immediately adjacent to a speed limit sign.
2022 Engineering & Traffic Survey (E&TS) Report
11 Enforcement problems can occur when, (a) the highway is posted with inappropriate speed limit signs, (b) the highway is improperly or inadequately posted; or, (c) the highway is not posted nor covered by ordinance and therefore falls under the basic speed law. In any of these events, the result is a debatable validity that may be questioned in court cases where citations are issued and contested.

2022 Engineering & Traffic Survey (E&TS) Report
12 SECTION 5.0
Summary and Conclusions
 The City of Redondo Beach engineering and traffic surveys and the data collection were conducted per CVC Section 627.
 Thirty‐six (36) roadway segments on the City’s roadway network were surveyed.  The Accident Survey Analysis  (Table 1)  for  the majority of  the street segments surveyed is within  the average expected accident rate of various types of roadway facilities within the City area.  Based on the segment spot surveys (Table 2) and the guidelines set by the CVC , the following speed limit changes are recommended:
 Segment 2 ‐ Herondo Street between Harbor Drive and Pacific Coast Highway – set speed limit to 30 mph for both eastbound and westbound directions based on the 85th percentile speed.  Segment 4 ‐ Beryl Street between Harbor Drive and Pacific Coast Highway – decrease speed limit from 30 mph to 25 mph based on the 85th percentile speed.  Segment 12 ‐ Inglewood Avenue between Grant Avenue and Artesia Boulevard – decrease speed limit from 40 mph top 35 mph based on the 85th percentile speed.  Segment 15 ‐ Catalina Avenue between Palos Verdes Boulevard and Avenue I – decrease speed limit from 25 mph to 20 mph based on the 85th percentile speed.  Segment 21 ‐ Torrance Boulevard between Pier and Pacific Coast Highway – decrease speed limit from 30 mph to 25 mph based on the 85th percentile speed.  Speed limit was established at the following segment:
 Segment 29 ‐ Phelan Lane between Lilienthal Lane and 190th Street – posted speed established at 25 mph.
 Current speed limits are retained for the following segments per Assembly Bill No. 43. There were no changes in roadway configuration since the last approved Engineering and Traffic Survey (E&TS):
 Segment 1 ‐ 182nd Street between Inglewood Avenue and Kingsdale Avenue – 25 mph  Segment 10 – Beland Boulevard between Robinson Street and Inglewood Avenue – 25 mph  Segment 20 – Grant Avenue between Inglewood Avenue and Kingsdale Avenue – 30 mph  Segment 28 – Palos Verdes Boulevard between Pacific Coast Highway and the East City Limits – 30 mph
 Segment 32 – Prospect Avenue between Camino Real and Torrance Boulevard – 35 mph 211 Imperial Highway, Suite 208, Fullerton, CA 92835 || (714) 992-4592 || [email protected] October 2022
Final Report
Appendix
2022 CITYWIDE ENGINEERING

AND TRAFFIC SURVEY
2022 Engineering & Traffic Survey (E&TS) Report
Page i

TABLE OF CONTENTS
Appendices
A  Regulations Governing Speed Limits and Definition of Terms B  Speed Zoning Regulations from Caltrans
C  Traffic Radar Certifications
D  Engineering and Traffic Survey Summary Reports
Collision Summary Reports
E  Field Survey Sheets

APPENDIX A
Regulations Governing Speed Limits
and Definition of Terms
Excerpts from California Vehicle Code
Assembly Bill 43 (AB 43)
AGA Engineers, Inc.
211 Imperial Highway, Suite 208, Fullerton, CA  92835
(714) 992‐4592 Email: [email protected]

RADAR SPEED ZONE SURVEYS
September 2020
Introduction
This report presents the results of a traffic and engineering study for establishment of speed limits on city streets as required by Sections 22357 and 22358 of the California Vehicle Code. The review included radar surveys of prevailing vehicle speeds at various locations along the length of each street, recent traffic counts and an analysis of reported traffic accidents recorded during the specific interval.

In order to enforce speed limits by radar or other electronic devices, a study must be conducted every five years. Section 40802 of the California Vehicle Code defines a speed limit enforced by radar and “….which speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation…” constitutes a speed trap, unless the following criteria are met:

If officers have completed specialized training courses that are approved by the Commission on Peace Officer Standards Training, the time span between studies can be extended to seven years.

If after seven years, “…a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume…” the time span between studies can be extended to ten years.

Since speed traps are illegal, the lack of an adequate study effectively precludes the police from using radar enforcement. Through adoption of this study, the police department will be able to enforce posted speed limits with radar equipment.

It is a common belief that posting of speed limit traffic signs will influence drivers to drive at that speed.

The facts indicate otherwise.

Driver behavior research conducted in many parts of this country, over a span of several decades; shows that the average driver is influenced by the appearance of the highway itself and the prevailing traffic conditions, in choosing the speed at which he or she drives. Recognizing this, the California Vehicle Code requires that speed limits be established in accordance with appropriate engineering practice and methods.

Regulations Governing Speed Limits
Under California law, the maximum speed limit for any passenger vehicle is 65 miles per hour (mph). All other speed limits are called prima facie limits which “on the face of it”, are safe and prudent under normal conditions. Certain prima facie limits are established by law and include the 25 miles per hour limit in business and residential districts (CVC515); the 15 miles per hour limit in alleys, at blind intersections, and blind railroad grade crossings; and a part‐time 25 miles per hour in school zones when children are going to and from school.

Radar Speed Zone Surveys

Intermediate speed limits between 25 and 65 miles per hour may be established by local authorities based on traffic engineering surveys. Such surveys include the analysis of roadway conditions, accident records, and the prevailing speed of prudent drivers using the highway under study. If speed limits are established below what the majority of drivers consider reasonable, they are often not obeyed and consequently, are difficult to enforce. Those drivers who do not comply with posted reasonable speed limits are, conversely, subject to equitable enforcement action.

The California Vehicle Code provides that the use of radar to enforce speed limits, which have not been based on a traffic and engineering study within the preceding five years, constitutes a “speed trap”.

Since speed traps are also prohibited by the code, lack of the required study effectively prohibits local agencies from using radar enforcement.

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

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

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

Engineering and Traffic Survey
627.   (a) “Engineering and traffic survey” as used in this Code, means a survey of highway and traffic Radar Speed Zone Surveys

conditions in accordance with methods determined by the Department of Transportation for use by the state and local authorities.
(b)  An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all the following:
1) Prevailing speeds as determined by traffic engineering measurements. 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.

Rounding Speed Limit to the Nearest 5 mph of the 85th Percentile 21400.  (a)  (1)  The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right‐of‐way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364. (2)  The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning signs, lights, and devices to be placed upon a highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway. (3)  Only those signs, lights, and devices as are provided for in this section shall be placed upon a highway to warn traffic of work that is being performed on the highway. (4)  Control devices or markings installed upon traffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section. (b)  The Department of Transportation shall revise the California Manual on Uniform Traffic Control Devices, as it read on January 1, 2012, to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free‐flowing traffic. However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th‐percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment, but then the Department of Transportation or a local authority shall not reduce the speed limit any further for any reason.

Radar Speed Zone Surveys

Maximum Speed Limit
22349.  (a) Except as provided in Section 22356, no person shall drive a vehicle upon a highway at a speed greater than 65 miles per hour.
(b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two‐lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two‐lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes. (c) It is the intent of the Legislature that there be reasonable signing on affected two‐lane, undivided highways described in subdivision (b) in continuing the 55 miles‐per‐hour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.

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

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

Prima Facie Speed Limits
22352. The prima facie limits are as follows and the same shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a)  Fifteen miles per hour:
1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right‐of‐way signs or controlled by official traffic control signals. 3) On any alley.
(b)  Twenty‐five miles per hour:

Radar Speed Zone Surveys

1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code.
2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. Such prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds. 3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented.

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

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

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

Radar Speed Zone Surveys

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

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

highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration. (5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.

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

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

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

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

Speed Trap
40802. (a)  A “speed trap” is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance pursuant to paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed Radar Speed Zone Surveys

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

Radar Speed Zone Surveys

(A)  A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(B)  (i)  A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section  22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I)  Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years.
(ii) This subparagraph does not apply to a local street, road, or school zone.

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

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

Radar Speed Zone Surveys

The study is conducted in accordance with the appropriate sections of the California Vehicle Code and the California Manual on Uniform Traffic Control Devices (CA MUTCD), Section 2B‐13, Speed Limit Sign (R2‐D)
Surveys are conducted on arterial streets, collector streets, and selected local streets. Each of the selected streets was analyzed individually.

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

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

Acc/MM = Number of Accidents x 1,000,000
Distance x ADT x No. of Days
In order to evaluate the accident rates for each street segment, the average rate for all surveyed street segments was calculated. Average rates were calculated for two‐lane and four‐or‐more‐lane arterial streets, two‐lane collector and two‐lane local streets. The accident rates for each segment were compared to the state‐wide average rates for streets with similar characteristics.

Definitions of Terms
Average Daily Traffic  Volume of traffic during a 24‐hour period.

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

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

Mean Speed  The average speed.

MPH or mph  Miles Per Hour.

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

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













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

APPENDIX C
Traffic Radar Certifications
Traffic Radar Equipment Certification
Traffic Radar Operator Certification

APPENDIX D
Engineering and Traffic Survey Summary Reports
Collision Summary Reports

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 7,069 vehicles SEGMENT LENGTH: 0.26 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 049 0 ACCIDENT RATE: 0.49 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 35 M.P.H.45 044 0 50TH %: 32 M.P.H.43 042 0 15TH %: 27 M.P.H.41 040 0 AVERAGE SPEED: 32 M.P.H.39 038 X X X X 4 10 MPH PACE: 27 - 36 M.P.H.37 X X X 336 X X X X X X X X 8 * % IN PACE: 85%35 X X X X X X X X X X X X X X X X 16 *34 X X X X X X X X X X X 11 * % OVER PACE: 7%33 X X X X X X X 7 P32 X X X X X 5 A % UNDER PACE: 8%31 X X X X X X X X X X X 11 C30 X X X X X X 6 E29 X X X X X X X X X X 10 * ROADWAY CHARACTERISTICS Multiple Driveways, Narrow Road, On-street Parking28 X X X 3 * NOT APPARENT TO DRIVERS: Assembly Bill # 43 (Per City records, no changes in roadway configuration since last 27 X X X X X X X X 8 *26 X X 225 X X X 324 X X 223 X 1 EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: City of Torrance PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: 25 M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
Speed Survey
N
7/19/2022 4:01 PM - 4:23 PM
ROADWAY: LIMITS: 182nd Street Inglewood Avenue to Kingsdale Avenue SURVEY LOCATION: 4698 182nd Street Local Collector
Industrial, Residential, Cemetery
1 lane each direction, Striped centerlineGoodClear
1/1/2019 - 12/31/2021

1.182IngKin.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 1Injury Collisions: 0Fatal Collisions: 0182ND ST from INGLEWOOD AV to KINGSDALE AV (W) Page 1 of 19314899 7/26/2021 10:09 Monday Rear‐End Parked Motor Vehicle
182ND ST ‐ INGLEWOOD AV
Improper Turning
1164' Direction: East
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 45
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2004 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2007 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle East 2020 FORD Sport Utility Vehicle No Injury Segment Length: 0.26 miles (1,398')Collisions per mile: 3.78Settings for Query:Segment: 182ND ST between INGLEWOOD AV and KINGSDALE AV (W)Include Intersection Related at Limit 1 (INGLEWOOD AV): FalseInclude Intersection Related at Limit 2 (KINGSDALE AV (W)): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 9,011 vehicles SEGMENT LENGTH: 0.44 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 3 midblock collisions50 049 0 ACCIDENT RATE: 0.70 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 33 M.P.H.45 044 0 50TH %: 29 M.P.H.43 X 142 0 15TH %: 26 M.P.H.41 040 0 AVERAGE SPEED: 30 M.P.H.39 X X 238 X X 2 10 MPH PACE: 25 - 34 M.P.H.37 X X X X 436 X X X X X X X 7 % IN PACE: 85%35 X X X X X X 634 X X X X X X X X X X X X 12 * % OVER PACE: 11%33 X X X X X X X X X X X X 12 *32 X X X X X X X X X X X X X X X 15 * % UNDER PACE: 5%31 X X X X X X X X X X X X X X X X X X X X X X X 23 P30 X X X X X X X X X X X X X X X X X 17 A29 X X X X X X X X X X X X X X X X X X X 19 C ROADWAY CHARACTERISTICS 28 X X X X X X X X X X X X X X X X X X X X X X X 26 E NOT APPARENT TO DRIVERS: 27 X X X X X X X X X X X X X X X X X X X X X X X X 24 *26 X X X X X X X X X 9 *25 X X X X X X X X X X X X 12 *24 X X X X 423 X 1 EXISTING SPEED LIMIT: 30E/35W M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X X 219 X 1 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

Y
30 7/21/2022 10:33 AM - 11:13 AM
ROADWAY: LIMITS: Herondo Street Harbor Drive to Pacific Coast Highway SURVEY LOCATION: 320 Herondo Street Minor Arterial Retail/Commercial, Industrial, Residential1 lane each direction, Raised concrete median, Left-turn channelization, Striped bikelaneGoodClearOn-street Angle Parking, ResidentialRecommend 30 M.P.H. for both directions. 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344

2.HerHarPCH.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 3Injury Collisions: 2Fatal Collisions: 0HERONDO ST from HARBOR DR to PACIFIC COAST HWY Page 1 of 28879153 6/10/2019 02:25 Monday Broadside Other Motor Vehicle
HERONDO ST ‐ FRANCISCA AV
Driving Under Influence
323' Direction: East
23152A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 31
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver West 2017 HONDA Sport Utility Vehicle Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2002 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle East 2005 HONDA Passenger Car, Station Wagon, Jeep No Injury 9013004 12/18/2019 17:40 Wednesday
Rear‐End Other Motor Vehicle
HERONDO ST ‐ PACIFIC COAST HWY
Unsafe Speed
500' Direction: West
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 34
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Emergency Vehicle Sobriety: HNBD
Party 1 Driver West 2016 FORD Police Car No Injury
Air Bag Not Deployed Not Stated
Female Age: 62
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver Not St 2019 ‐ Sport Utility Vehicle Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 33
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver West 2018 ‐ Mini Van No Injury
9317943 8/28/2021 Saturday
Sideswipe Parked Motor Vehicle
HERONDO ST ‐ FRANCISCA AV
Other
136' Direction: East
Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Other
Veh Type: Not Stated Sobriety: HBD Impairment Un
Party 1 Driver Not St 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 2001 ‐ Passenger Car, Station Wagon, Jeep No Injury Midblock Collisions:
3 HERONDO ST from HARBOR DR to PACIFIC COAST HWY Page 2 of 2 Segment Length: 0.44 miles (2,297')Collisions per mile: 6.90Settings for Query:Segment: HERONDO ST between HARBOR DR and PACIFIC COAST HWYInclude Intersection Related at Limit 1 (HARBOR DR): FalseInclude Intersection Related at Limit 2 (PACIFIC COAST HWY): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 17,829 vehicles SEGMENT LENGTH: 0.74 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 6 midblock collisions50 X X 249 0 ACCIDENT RATE: 0.41 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X 147 X 146 X X 2 85TH %: 40 M.P.H.45 X X 244 X X 2 50TH %: 35 M.P.H.43 X X X X X X X X X X 1042 X X X X X X X 7 15TH %: 31 M.P.H.41 X X X 340 X X X X X X X X X X X 11 * AVERAGE SPEED: 36 M.P.H.39 X X X X X X X X X X X X 12 *38 X X X X X X X X X X X X X X X X 16 * 10 MPH PACE: 31 - 40 M.P.H.37 X X X X X X X X X X X X 12 P36 X X X X X X X X X X X X X X X X X X X X X X 22 A % IN PACE: 78%35 X X X X X X X X X X X X X X X X X X X X X X X X 24 C34 X X X X X X X X X X X X 12 E % OVER PACE: 15%33 X X X X X X X X X X X X X X X X X X X X 20 *32 X X X X X X X X X X X X X X X X X X 18 * % UNDER PACE: 8%31 X X X X X X X X 8 *30 X X X X X 529 X X X X X X 6 ROADWAY CHARACTERISTICS 28 X X X 3 NOT APPARENT TO DRIVERS: 27 X 126 025 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

GoodClearBike lane, On-street Parking, Lane Drop
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/21/2022 11:27 AM - 12:14 PM
ROADWAY: LIMITS: Torrance Boulevard Pacific Coast Highway to East City Limit SURVEY LOCATION: 640 Torrance Boulevard Principal ArterialRetail/Commercial/Office, Residential2 lanes each direction, Raised concrete median, Left-turn channelization, Striped bikelan

3.TorPCHECL.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 8Injury Collisions: 4Fatal Collisions: 0TORRANCE BLVD from PACIFIC COAST HWY to WENDY DR Page 1 of 28798461 2/4/2019 15:54 Monday Hit Object Fixed Object
TORRANCE BLVD ‐ CAMINO REAL (W)
Unsafe Speed
236' Direction: West
22350 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 19
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver West 2003 TOYOTA Pickups & Panels No Injury 8804587 2/23/2019 16:05 Saturday
Broadside Pedestrian
TORRANCE BLVD ‐ FRANCISCA AV
Ped R/W Violation
200' Direction: West
21952 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 26
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2013 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Male Age: 74
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist East 0 ‐ Bicycle Complaint of Pain
8838814 3/28/2019 Thursday
Rear‐End Parked Motor Vehicle
TORRANCE BLVD ‐ PROSPECT AV
Improper Turning
70' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Making Right Turn
Veh Type: Not Stated Sobriety: Not Stated
Party 1 Driver Not St 0 ‐ No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle East 2011 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 9199928 12/11/2020 11:41 Friday
Vehicle ‐ Pedestrian Pedestrian
TORRANCE BLVD ‐ PROSPECT AV
Other Improper Driving
58' Direction: East
Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 44
Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2020 HYUNDAI Sport Utility Vehicle Other Visible Injury Not Stated Not Stated
Male Age: 17
Assoc Factor: Not Stated
Other
Veh Type: Pedestrian Sobriety: HNBD
Party 2 Pedestrian East 0 ‐ Pedestrian Other Visible Injury 9235206 3/24/2021 18:34 Wednesday
Broadside Other Motor Vehicle
TORRANCE BLVD ‐ LUCIA AV
Auto R/W Violation
75' Direction: West
21804A Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Dusk ‐ Dawn Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 17
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2018 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Male Age: 21
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2002 ‐ Passenger Car, Station Wagon, Jeep Severe Injury 9281482 7/13/2021 01:02 Tuesday
Hit Object Fixed Object
TORRANCE BLVD ‐ PROSPECT AV
Driving Under Influence
245' Direction: East
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:

Air Bag Deployed Not Stated
Male Age: 28
Assoc Factor: Violation
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver East 2011 JEEP Sport Utility Vehicle No Injury Midblock Collisions:
6 TORRANCE BLVD from PACIFIC COAST HWY to WENDY DR Page 2 of 2 9325417 8/29/2021 17:20 Sunday
Hit Object Parked Motor Vehicle
TORRANCE BLVD ‐ IRENA AV
Unsafe Speed
149' Direction: West
22350 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 42
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2021 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 1991 ‐ Mini Van No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2007 ‐ Mini Van No Injury
9389700 12/19/2021 23:25 Sunday
Rear‐End Parked Motor Vehicle
TORRANCE BLVD ‐ CAMINO REAL (W)
Unsafe Lane Change
196' Direction: West
21658A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 58
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2017 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.74 miles (3,918')Collisions per mile: 10.78Settings for Query:Segment: TORRANCE BLVD between PACIFIC COAST HWY and WENDY DRInclude Intersection Related at Limit 1 (PACIFIC COAST HWY): FalseInclude Intersection Related at Limit 2 (WENDY DR): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 5,092 vehicles SEGMENT LENGTH: 0.36 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 049 0 ACCIDENT RATE: 0.99 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 27 M.P.H.45 044 0 50TH %: 23 M.P.H.43 042 0 15TH %: 19 M.P.H.41 040 0 AVERAGE SPEED: 24 M.P.H.39 038 0 10 MPH PACE: 19 - 28 M.P.H.37 036 0 % IN PACE: 85%35 034 0 % OVER PACE: 11%33 032 X X X X 4 % UNDER PACE: 5%31 X X 230 X 129 X X 2 ROADWAY CHARACTERISTICS 28 X X X X X X X X 8 * NOT APPARENT TO DRIVERS: 27 X X X X X 5 *26 X X X X X X X 7 *25 X X X X X X X X X X X X 12 P24 X X X X X 5 A23 X X X X X X X X X X 10 C EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X X X 5 E21 X X X X X X X X 8 * ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X X X X X 5 *19 X X X X X X X 7 * SHARED JURISDICTION SPEED: M.P.H.18 X X 217 X X 216 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 85 REVIEWED BY: Ignacio Sanchez H.

GoodCloudy
Bike lane, Multiple Driveways, On-street Parking
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
Y
25 7/21/2022 1:49 PM - 2:18 PM
ROADWAY: LIMITS: Beryl Street Harbor Drive to Pacific Coast Highway SURVEY LOCATION: 413 N. Pacific Coast Highway Minor ArterialRetail/Commercial/Office, Industrial, Residential1 lane each direction, Two-way L.T. lane, Striped bikelane

4.BerHarPCH.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 2Fatal Collisions: 0BERYL ST from HARBOR DR to PACIFIC COAST HWY Page 1 of 18804591 2/19/2019 20:32 Tuesday Vehicle ‐ Pedestrian Pedestrian
BERYL ST ‐ BROADWAY
Pedestrian Violation
149' Direction: East
21956 Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Female Age: 30
Assoc Factor: Not Stated
Other
Veh Type: Pedestrian Sobriety: HBD Impairment Un
Party 1 Pedestrian Not St 0 ‐ Pedestrian Severe Injury
Lap/Shoulder Harness Used Not Stated
Male Age: 19
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2005 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 9389699 12/21/2021 13:17 Tuesday
Rear‐End Parked Motor Vehicle
BERYL ST ‐ ELENA AV
Other Than Driver or Ped
155' Direction: East
Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:

Air Bag Not Deployed Not Stated
Female Age: 71
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2006 ‐ Sport Utility Vehicle Severe Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.36 miles (1,911')Collisions per mile: 5.53Settings for Query:Segment: BERYL ST between HARBOR DR and PACIFIC COAST HWYInclude Intersection Related at Limit 1 (HARBOR DR): FalseInclude Intersection Related at Limit 2 (PACIFIC COAST HWY): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 6,934 vehicles SEGMENT LENGTH: 0.74 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 3 midblock collisions50 049 0 ACCIDENT RATE: 0.53 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 32 M.P.H.45 044 0 50TH %: 28 M.P.H.43 042 0 15TH %: 25 M.P.H.41 040 X 1 AVERAGE SPEED: 29 M.P.H.39 X X 238 0 10 MPH PACE: 25 - 34 M.P.H.37 X 136 X X X X X 5 % IN PACE: 80%35 X X 234 X 1 * % OVER PACE: 11%33 X X X X X X X 7 *32 X X X X X X X X 8 * % UNDER PACE: 9%31 X X X X X X X X 8 P30 X X X X X X X X 8 A29 X X X X X X X X X 9 C ROADWAY CHARACTERISTICS 28 X X X X X X X X X X X X 12 E NOT APPARENT TO DRIVERS: 27 X X X X X X X X X X X X X X X 15 *26 X X X X X X X 7 *25 X X X X X 5 *24 X 123 X X X X 4 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X 321 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 X 1 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

Bike lane, Multiple Driveways, On-street Parking, School Zone 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/21/2022 2:22 PM - 2:47 PM
ROADWAY: LIMITS: Beryl Street Pacific Coast Highway to Flagler Lane SURVEY LOCATION: 590 Beryl Street Commercial/Office, Residential, Elementary School1 lane each direction, Two-way left-turn lane, Striped bikelane,GoodCloudy

5.BerPCHFla.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 3Injury Collisions: 2Fatal Collisions: 0BERYL ST from PACIFIC COAST HWY to FLAGLER LN Page 1 of 29141636 8/10/2020 14:04 Monday Sideswipe Other Motor Vehicle
BERYL ST ‐ PROSPECT AV
Improper Turning
177' Direction: East
22107A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:2
Air Bag Not Deployed Not Stated
Female Age: 22
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Other Bus Sobriety: HNBD
Party 1 Driver West 2011 ‐ Public Transit Authority No Injury Air Bag Not Deployed Not Stated
Female Age: 64
Assoc Factor: Not Stated
Merging
Veh Type: Truck Sobriety: HNBD
Party 2 Driver West 1994 ‐ Two Axle Truck No Injury
9248804 4/1/2021 11:45 Thursday
Sideswipe Parked Motor Vehicle
BERYL ST ‐ HARKNESS LN
Improper Turning
68' Direction: West
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 39
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2018 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle West 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle West 2017 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 5 Parked Vehicle West 2020 ‐ Sport Utility Vehicle No Injury 9318162 8/17/2021 08:58 Tuesday
Sideswipe Other Motor Vehicle
BERYL ST ‐ PROSPECT AV
Improper Turning
165' Direction: East
22107 Hit & Run: No Other Visible Injury # Inj: 3# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 28
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2021 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Air Bag Not Deployed Not Stated
Female Age: 45
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2019 FORD Sport Utility Vehicle Complaint of Pain Midblock Collisions:
3 BERYL ST from PACIFIC COAST HWY to FLAGLER LN Page 2 of 2 Segment Length: 0.74 miles (3,900')Collisions per mile: 4.06Settings for Query:Segment: BERYL ST between PACIFIC COAST HWY and FLAGLER LNInclude Intersection Related at Limit 1 (PACIFIC COAST HWY): FalseInclude Intersection Related at Limit 2 (FLAGLER LN): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 2,312 vehicles SEGMENT LENGTH: 0.68 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 049 0 ACCIDENT RATE: 0.58 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 32 M.P.H.45 044 0 50TH %: 28 M.P.H.43 042 0 15TH %: 23 M.P.H.41 040 0 AVERAGE SPEED: 29 M.P.H.39 038 X 1 10 MPH PACE: 24 - 33 M.P.H.37 036 X 1 % IN PACE: 76%35 X X X X 434 X X X X X X 6 % OVER PACE: 12%33 X X X X X X 6 *32 X X X X X X X X X X 10 * % UNDER PACE: 12%31 X X X X X X X 7 *30 X X X X X X 6 P29 X X X X X X X X X 9 A ROADWAY CHARACTERISTICS 28 X X X X X X X X X 9 C NOT APPARENT TO DRIVERS: 27 X X X X X X X X X X X X 12 E26 X X X X 4 *25 X X X X X X 6 *24 X X X X X X X 7 *23 X X X X X X 6 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X 321 X X 2 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 X 117 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodClearMultiple Driveways, On-street Parking, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/21/2022 2:58 PM - 3:40 PM
ROADWAY: LIMITS: Emerald Street Catalina Avenue to Prospect Avenue SURVEY LOCATION: 756 Emerald Street Major CollectorResidential, Middle School1 lane each direction, Striped centerline

6.EmeCatPro.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 0Fatal Collisions: 0EMERALD ST from CATALINA AV to PROSPECT AV Page 1 of 18858985 5/15/2019 13:45 Wednesday Sideswipe Parked Motor Vehicle
EMERALD ST ‐ PROSPECT AV
Improper Turning
70' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver East 1997 FORD Pickups & Panels No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2014 SUBARU Passenger Car, Station Wagon, Jeep No Injury 9161092 9/18/2020 22:55 Friday
Head‐On Parked Motor Vehicle
EMERALD ST ‐ LUCIA AV
Driving Under Influence
100' Direction: West
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 26
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver East 2005 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle Not St 1986 ‐ Sport Utility Vehicle No Injury Segment Length: 0.68 miles (3,609')Collisions per mile: 2.93Settings for Query:Segment: EMERALD ST between CATALINA AV and PROSPECT AVInclude Intersection Related at Limit 1 (CATALINA AV): FalseInclude Intersection Related at Limit 2 (PROSPECT AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 5,945 vehicles SEGMENT LENGTH: 0.29 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 049 0 ACCIDENT RATE: 0.53 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 32 M.P.H.45 044 0 50TH %: 29 M.P.H.43 042 0 15TH %: 25 M.P.H.41 040 0 AVERAGE SPEED: 30 M.P.H.39 X X 238 X 1 10 MPH PACE: 25 - 34 M.P.H.37 X 136 X X X 3 % IN PACE: 86%35 X 134 X X X 3 * % OVER PACE: 8%33 X X X X X X X X X X X 11 *32 X X X X X 5 * % UNDER PACE: 6%31 X X X X X X X X X 9 P30 X X X X X X X X X X X X X 13 A29 X X X X X X X X X X X X X X X 15 C ROADWAY CHARACTERISTICS 28 X X X X X X X X X X X X X 13 E NOT APPARENT TO DRIVERS: 27 X X X X X X 6 *26 X X X X X X X X 8 *25 X X X 3 *24 X X 223 X X 2 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X 221 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodClearBike lane, Multiple Driveways, On-street Parking, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 3:08 PM - 3:37 PM
ROADWAY: LIMITS: Del Amo Street Diamond Street to Prospect Avenue SURVEY LOCATION: 1253 Del Amo Street Principal ArterialResidential, High School1 lanes each direction, Striped centerline, Striped bikelane

7.DelDiaPro.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 1Injury Collisions: 0Fatal Collisions: 0DEL AMO ST from DIAMOND ST to PROSPECT AV Page 1 of 18942091 9/20/2019 18:46 Friday Hit Object Fixed Object
DEL AMO ST ‐ PROSPECT AV
Other Improper Driving
421' Direction: West
Hit & Run: No Property Damage Only # Inj: 0# Killed: 0
Dusk ‐ Dawn Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 16
Assoc Factor: Not Stated
Backing
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2018 CHEVROLET Sport Utility Vehicle No Injury Segment Length: 0.29 miles (1,542')Collisions per mile: 3.42Settings for Query:Segment: DEL AMO ST between DIAMOND ST and PROSPECT AVInclude Intersection Related at Limit 1 (DIAMOND ST): FalseInclude Intersection Related at Limit 2 (PROSPECT AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 18,184 vehicles SEGMENT LENGTH: 1.71 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 10 midblock collisions50 049 0 ACCIDENT RATE: 0.29 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 X 146 X X X 3 85TH %: 40 M.P.H.45 X X X 344 X X X 3 50TH %: 36 M.P.H.43 X X X 342 X X X X X X X 7 15TH %: 33 M.P.H.41 X X X X X X X X X 9 *40 X X X X X X X X X X X X X 13 * AVERAGE SPEED: 37 M.P.H.39 X X X X X X X X X X X X X X X X X X 18 *38 X X X X X X X X X X X X X X X X X X X 19 P 10 MPH PACE: 32 - 41 M.P.H.37 X X X X X X X X X X X X X X X X X X X X 20 A36 X X X X X X X X X X X X X X X X X X X X X X X X X X X 30 C % IN PACE: 87%35 X X X X X X X X X X X X X X X X X X X X X X X X X 26 E34 X X X X X X X X X X X X X X X X X X X 19 * % OVER PACE: 10%33 X X X X X X 6 *32 X X X X X X X X X X X X X 13 * % UNDER PACE: 4%31 X X 230 X X X X 429 0 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 X 126 025 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/21/2022 9:15 AM - 9:40 AM
ROADWAY: LIMITS: Anita Street/190th Street Pacific Coast Highway to Inglewood Avenu SURVEY LOCATION: 2509 W. 190th Street Commercial, Residential, Park2 lanes each direction, Raised median/Two-way left-turn lane, Left-turn channelization GoodClearOn-street Parking, Residential, Park
1/1/2019 - 12/31/2021

8.AniPCHIng.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 9Injury Collisions: 6Fatal Collisions: 0ANITA ST from PACIFIC COAST HWY to FLAGLER LN Page 1 of 28812444 2/6/2019 15:15 Wednesday Sideswipe Other Motor Vehicle
ANITA ST ‐ FLAGLER LN
Improper Turning
60' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Female Age:

Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 2001 OLDSMOBILE Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 36
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2016 JEEP Sport Utility Vehicle No Injury 8913962 7/22/2019 09:15 Monday
Rear‐End Fixed Object
ANITA ST ‐ PROSPECT AV
Unsafe Starting or Backing
90' Direction: West
22106 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 56
Assoc Factor: Not Stated
Backing
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver East 2000 FORD Pickups & Panels No Injury 8917001 8/12/2019 23:07 Monday
Rear‐End Pedestrian
ANITA ST ‐ HARKNESS LN
Unsafe Speed
296' Direction: West
22350 Hit & Run: Felony Severe Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 49
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver West 1995 GMC Pickups & Panels No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2008 FORD Sport Utility Vehicle No Injury Not Stated Not Stated
Male Age: 26
Assoc Factor: Not Stated
Other
Veh Type: Pedestrian Sobriety: HNBD
Party 3 Pedestrian West 0 ‐ Pedestrian Severe Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle West 2004MAZDA Passenger Car, Station Wagon, Jeep No Injury 8940421 9/5/2019 05:01 Thursday
Sideswipe Other Motor Vehicle
ANITA ST ‐ HARKNESS LN
Improper Turning
100' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Male Age: 25
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Not Stated
Party 1 Driver West 1997 FORD Pickups & Panels Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2008 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle West 2004 TOYOTA Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle West 2017 CHEVROLET Mini Van No Injury 8942098 9/18/2019 16:01 Wednesday
Rear‐End Other Motor Vehicle
ANITA ST ‐ PROSPECT AV
Unsafe Speed
87' Direction: East
22350 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Not Required Not Stated
Male Age: 18
Assoc Factor: Not Stated
Passing Other Vehicle
Veh Type: Motorcycle Sobriety: HNBD
Party 1 Driver East 2019 KAWASAKI Motorcycle Other Visible Injury Midblock Collisions:
5 ANITA ST from PACIFIC COAST HWY to FLAGLER LN Page 2 of 2 Air Bag Not Deployed Not Stated
Female Age: 62
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2009MERCEDES‐BENZ Passenger Car, Station Wagon, Jeep No Injury 9017725 12/18/2019 16:43 Wednesday
Overturned Parked Motor Vehicle
ANITA ST ‐ PROSPECT AV
Improper Turning
413' Direction: West
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 91
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2008 TOYOTA Sport Utility Vehicle Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2018 FORD Passenger Car, Station Wagon, Jeep No Injury 9141628 8/1/2020 17:57 Saturday
Head‐On Other Motor Vehicle
ANITA ST ‐ MARIA AV
Improper Turning
56' Direction: East
22107 Hit & Run: No Other Visible Injury # Inj: 4# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver East 0 FORD Pickups & Panels No Injury
Air Bag Deployed Not Stated
Male Age: 20
Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Driver East 2007 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Air Bag Deployed Not Stated
Female Age: 47
Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car with Tr Sobriety: Not Stated
Party 3 Driver East 2009 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Air Bag Not Deployed Not Stated
Male Age: 25
Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 4 Driver Not St 2001 ‐ Passenger Car, Station Wagon, Jeep No Injury 9171683 10/19/2020 Monday
Sideswipe Parked Motor Vehicle
ANITA ST ‐ MARIA AV
Improper Turning
112' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver West 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2019 ‐ Passenger Car, Station Wagon, Jeep No Injury 9206319 1/15/2021 18:20 Friday
Other non‐collision
ANITA ST ‐ GOODMAN AV
Unsafe Speed
210' Direction: East
22350 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 17
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 1 Bicyclist East 0 ‐ Bicycle Other Visible Injury Segment Length: 0.70 miles (3,675')Collisions per mile: 12.93Settings for Query:Segment: ANITA ST between PACIFIC COAST HWY and FLAGLER LNInclude Intersection Related at Limit 1 (PACIFIC COAST HWY): FalseInclude Intersection Related at Limit 2 (FLAGLER LN): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 8Injury Collisions: 3Fatal Collisions: 0190TH ST from FLAGLER LN to INGLEWOOD AV Page 1 of 28782630 1/8/2019 16:30 Tuesday Sideswipe Other Motor Vehicle
190TH ST ‐ MEYER LN 123' Direction: West
21504A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver South 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Air Bag Not Deployed Not Stated
Male Age: 76
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver West 2003 FORD Pickups & Panels No Injury 8906606 7/21/2019 12:53 Sunday
Rear‐End Other Motor Vehicle
190TH ST ‐ MARYANN DR
Unsafe Speed
149' Direction: West
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 59
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2013 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 43
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2003 HONDA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 40
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver West 2018 HONDA Passenger Car, Station Wagon, Jeep No Injury 8962430 10/8/2019 19:21 Tuesday
Sideswipe Other Motor Vehicle
190TH ST ‐ FLAGLER LN
Driving Under Influence
58' Direction: East
23152A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 28
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver East 2011 LEXUS Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Male Age: 21
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2016 SUBARU Passenger Car, Station Wagon, Jeep No Injury 9004587 12/11/2019 18:04 Wednesday
Rear‐End Parked Motor Vehicle
190TH ST ‐ INGLEWOOD AV
Driving Under Influence
284' Direction: West
23152A Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 68
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver West 2010 BMW Passenger Car, Station Wagon, Jeep Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle West 2003 FORD Pickups & Panels No Injury 9277414 5/24/2021 16:00 Monday
Sideswipe Other Motor Vehicle
190TH ST ‐ RINDGE LN
Improper Turning
100' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 36
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2017 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 75
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 1976 ‐ Passenger Car, Station Wagon, Jeep No Injury Midblock Collisions:
5 190TH ST from FLAGLER LN to INGLEWOOD AV Page 2 of 2
9347122 9/18/2021 07:48 Saturday
Rear‐End Parked Motor Vehicle
190TH ST ‐ PRUITT DR
Other Than Driver or Ped
327' Direction: East
Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:

Air Bag Deployed Not Stated
Male Age: 32
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver West 2007 ‐ Sport Utility Vehicle Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle West 2014 FORD Pickups & Panels No Injury 9369187 11/18/2021 19:49 Thursday
Rear‐End Other Motor Vehicle
190TH ST ‐ MARYANN DR
Unsafe Lane Change
60' Direction: West
21658A Hit & Run: No Complaint of Pain # Inj: 2# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 26
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2016 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 50
Assoc Factor: Not Stated
Slowing/Stopping
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2020 ‐ Sport Utility Vehicle Complaint of Pain 9389862 12/18/2021 02:07 Saturday
Overturned Fixed Object
190TH ST ‐ FLAGLER LN
Driving Under Influence
102' Direction: East
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 23
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver West 2022 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 1.01 miles (5,338')Collisions per mile: 7.91Settings for Query:Segment: 190TH ST between FLAGLER LN and INGLEWOOD AVInclude Intersection Related at Limit 1 (FLAGLER LN): FalseInclude Intersection Related at Limit 2 (INGLEWOOD AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 X 1 AVERAGE DAILY TRAFFIC: 26,329 vehicles SEGMENT LENGTH: 0.45 miles53 052 051 X X 2 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 049 X X 2 ACCIDENT RATE: 0.15 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X 247 X X X X X 546 X X 2 85TH %: 44 M.P.H.45 X X X X X 544 X X X 3 * 50TH %: 38 M.P.H.43 X X X 3 *42 X X 2 * 15TH %: 34 M.P.H.41 X X X X X X X X 8 P40 X X X X X X X X X X X 11 A AVERAGE SPEED: 40 M.P.H.39 X X X X X X X X X X X 11 C38 X X X X X X X X 8 E 10 MPH PACE: 35 - 44 M.P.H.37 X X X X X X X X X 9 *36 X X X X X X X 7 * % IN PACE: 70%35 X X X X X X X X 8 *34 X X X 3 % OVER PACE: 19%33 X 132 X 1 % UNDER PACE: 11%31 X X 230 X X X 329 X 1 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 025 024 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodClearOn-street Parking, Residential, Commercial
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/21/2022 10:03 AM - 10:16 AM
ROADWAY: LIMITS: 190th Street Inglewood Avenue to Hawthorne Boulevard SURVEY LOCATION: 2807 W. 190th Street Minor ArterialCommercial, Residential2 lanes each direction, Two-way left-turn lane

9.AniIngHaw.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 3Injury Collisions: 0Fatal Collisions: 0190TH ST from INGLEWOOD AV to HAWTHORNE BLVD Page 1 of 18875200 5/30/2019 08:45 Thursday Sideswipe Other Motor Vehicle
190TH ST ‐ HAWTHORNE BLVD
Improper Turning
100' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Not Stated Not Stated
Male Age:

Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver West 2011 LEXUS Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2013 HONDA Passenger Car, Station Wagon, Jeep No Injury 8979091 11/3/2019 12:02 Sunday
Broadside Other Motor Vehicle
190TH ST ‐ INGLEWOOD AV
Auto R/W Violation
450' Direction: East
21801A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 56
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2003 FORD Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 23
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2003 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Parked Vehicle Not St 2010 HONDA Sport Utility Vehicle No Injury 9105275 5/23/2020 Saturday
Sideswipe Parked Motor Vehicle
190TH ST ‐ FIRMONA AV
Improper Turning
103' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ No Street Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver West 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle West 2000 ‐ Pickups & Panels No Injury Segment Length: 0.45 miles (2,376')Collisions per mile: 6.67Settings for Query:Segment: 190TH ST between INGLEWOOD AV and HAWTHORNE BLVDInclude Intersection Related at Limit 1 (INGLEWOOD AV): FalseInclude Intersection Related at Limit 2 (HAWTHORNE BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 2,218 vehicles SEGMENT LENGTH: 0.38 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 0 midblock collisions50 049 X X 2 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 39 M.P.H.45 X 144 X 1 50TH %: 34 M.P.H.43 X X 242 X X 2 15TH %: 30 M.P.H.41 X 140 X X X X X 5 * AVERAGE SPEED: 35 M.P.H.39 X X X X 4 *38 X X X X X 5 * 10 MPH PACE: 31 - 40 M.P.H.37 X X X X X X X X X X X 11 P36 X X X X X X 6 A % IN PACE: 76%35 X X X X X X X X X X X 11 C34 X X X X X X X X X X X X 12 E % OVER PACE: 9%33 X X X X X 5 *32 X X X X X 5 * % UNDER PACE: 15%31 X X X X X X X X X X X X 12 *30 X X X 329 X X 2 ROADWAY CHARACTERISTICS Bike lane, Bike Route, Multiple Driveways, On-street Parking, Residential28 X X X X X 5 NOT APPARENT TO DRIVERS: Assembly Bill # 43 (Per City records, no changes in roadway configuration since last 27 X 1 Speed Survey)26 X X 225 X 124 023 0 EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X 121 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

Beland Boulevard/Phelan LaneLIMITS:

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
Robinson Street to Inglewood Avenu
N
7/19/2022 3:03 PM - 3:47 PM
ROADWAY: SURVEY LOCATION: 2615 Beland Boulevard
Major CollectorRetail/Commercial, Residential1 lane each direction, Two-way left-turn lane, Striped bikelaneGoodClear 1/1/2019 - 12/31/2021

10.BelPheIng.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 0Injury Collisions: 0Fatal Collisions: 0BELAND BLVD from PHELAN LN to INGLEWOOD AV Page 1 of 1Segment Length: 0.38 miles (2,023')Collisions per mile: 0.00Settings for Query:Segment: BELAND BLVD between PHELAN LN and INGLEWOOD AVInclude Intersection Related at Limit 1 (PHELAN LN): FalseInclude Intersection Related at Limit 2 (INGLEWOOD AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions: None

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 23,926 vehicles SEGMENT LENGTH: 0.74 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 5 midblock collisions50 049 0 ACCIDENT RATE: 0.26 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 046 0 85TH %: 39 M.P.H.45 044 X X X 3 50TH %: 34 M.P.H.43 042 X 1 15TH %: 31 M.P.H.41 X X X X X 540 X X X X X X X 7 * AVERAGE SPEED: 35 M.P.H.39 X X X X 4 *38 X X X X 4 * 10 MPH PACE: 31 - 40 M.P.H.37 X X X X X X X X 8 P36 X X X X X X X X X X X 11 A % IN PACE: 88%35 X X X X X X X X X X X X X X X 15 C34 X X X X X X X X X 9 E % OVER PACE: 9%33 X X X X X X X X X X X X 12 *32 X X X X X X X X X 9 * % UNDER PACE: 3%31 X X X X X X X X X 9 *30 X X 229 X 1 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 025 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/19/2022 10:39 AM - 11:03 AM
ROADWAY: LIMITS: Inglewood Avenue 190th Street to Grant Avenue SURVEY LOCATION: 2701 185th Street Retail/Commercial, Residential, School, Cemetery2 lanes each direction,Striped centerlineGoodClearSchool Zone, Residential, Cemetery Park 1/1/2019 - 12/31/2021

11.Ing190Gra.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 6Injury Collisions: 4Fatal Collisions: 0INGLEWOOD AV from 190TH ST to GRANT AV Page 1 of 29046308 1/31/2020 18:09 Friday Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ 182ND ST
Unsafe Speed
180' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Required Not Stated
Male Age: 32
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 1 Driver South 2007 YAMAHA Motorcycle Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 71
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2000 KIA Passenger Car, Station Wagon, Jeep No Injury 9151194 9/5/2020 18:44 Saturday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ GRANT AV
Improper Turning
110' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 2009 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2008 AUDI Passenger Car, Station Wagon, Jeep No Injury 9196698 11/22/2020 23:49 Sunday
Not Stated Other Motor Vehicle
INGLEWOOD AV ‐ 182ND ST
Improper Turning
300' Direction: North
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Fog Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 26
Assoc Factor: Not Stated
Making U Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2000 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Not Deployed Not Stated
Male Age: 19
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2004 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Male Age: 21
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver North 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury 9194379 12/7/2020 09:27 Monday
Broadside Other Motor Vehicle
INGLEWOOD AV ‐ RIPLEY AV
Improper Turning
425' Direction: South
22100A Hit & Run: No Complaint of Pain # Inj: 3# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 26
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2012 FORD Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Not Deployed Not Stated
Male Age: 34
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver North 2012 ‐ Pickups & Panels No Injury
9215222 1/4/2021 15:51 Monday
Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ RIPLEY AV
Unsafe Speed
170' Direction: South
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 43
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2017 ‐ Mini Van No Injury
Air Bag Not Deployed Not Stated
Female Age: 53
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2017 FORD Passenger Car, Station Wagon, Jeep Complaint of Pain Midblock Collisions:
5 INGLEWOOD AV from 190TH ST to GRANT AV Page 2 of 2
9237937 3/3/2021 21:55 Wednesday
Head‐On Parked Motor Vehicle
INGLEWOOD AV ‐ RIPLEY AV
Driving Under Influence
131' Direction: South
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 50
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2000 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck with Trai Sobriety: Not Applicable Party 2 Parked Vehicle South 2013 ‐ Pickups & Panels No Injury Segment Length: 0.74 miles (3,920')Collisions per mile: 8.08Settings for Query:Segment: INGLEWOOD AV between 190TH ST and GRANT AVInclude Intersection Related at Limit 1 (190TH ST): FalseInclude Intersection Related at Limit 2 (GRANT AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 28,537 vehicles SEGMENT LENGTH: 0.26 miles53 052 051 X 1 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 X 149 X 1 ACCIDENT RATE: 0.12 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X 247 X X 246 X X 2 85TH %: 41 M.P.H.45 X X 244 X X X X X X X 7 50TH %: 36 M.P.H.43 X X X X X X X 742 X X X X X X X X X X X 11 * 15TH %: 32 M.P.H.41 X X X X X X X X X X 10 *40 X X X X X X X X X 9 * AVERAGE SPEED: 37 M.P.H.39 X X X X X X X X X X X X X X X X 16 P38 X X X X X X X X X X X X X X X X X 17 A 10 MPH PACE: 33 - 42 M.P.H.37 X X X X X X X X X X X X X X X X X X X X X 21 C36 X X X X X X X X X X X X X X X X X X 18 E % IN PACE: 74%35 X X X X X X X X X X X X X 13 *34 X X X X X X X X X X 10 * % OVER PACE: 13%33 X X X X X X X X X X X X X X X X X X X X X X 22 *32 X X X X X X X X X X 10 % UNDER PACE: 14%31 X X X X X X X 730 X X X X X 529 X 1 ROADWAY CHARACTERISTICS 28 X X X 3 NOT APPARENT TO DRIVERS: 27 X X 226 025 024 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

Multiple Driveways, On-street Parking, Residential
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
Y
35 7/19/2022 9:43 AM - 10:22 AM
ROADWAY: LIMITS: Inglewood Avenue Grant Avenue to Artesia Boulevard SURVEY LOCATION: 1673 Inglewood Avenue Retail/Commercial, Residential2 lanes each direction, Raised landscaped median, Left-turn channelizationGoodClear

12.IngGraArt.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 1Injury Collisions: 1Fatal Collisions: 0INGLEWOOD AV from GRANT AV to ARTESIA BLVD Page 1 of 19151969 8/25/2020 12:19 Tuesday Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ ARTESIA BLVD
Unsafe Speed
160' Direction: South
22350 Hit & Run: Felony Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver North 1986 ‐ Pickups & Panels No Injury
Air Bag Not Deployed Not Stated
Male Age: 43
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2018 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Segment Length: 0.26 miles (1,393')Collisions per mile: 3.79Settings for Query:Segment: INGLEWOOD AV between GRANT AV and ARTESIA BLVDInclude Intersection Related at Limit 1 (GRANT AV): FalseInclude Intersection Related at Limit 2 (ARTESIA BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 34,835 vehicles SEGMENT LENGTH: 1.00 miles53 X 152 051 X X X 3 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 8 midblock collisions50 X X X X 449 X X X X X X 6 ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X X X X X 647 X 146 X X X X X X X X X 9 85TH %: 45 M.P.H.45 X X X X X X X X X X X X X 13 *44 X X X X X X X X X X X X 12 * 50TH %: 39 M.P.H.43 X X X X X X X X X X X 11 *42 X X X X X X X X X X X X 12 P 15TH %: 35 M.P.H.41 X X X X X X X X X X 10 A40 X X X X X X X X X X X X X X X X 16 C AVERAGE SPEED: 40 M.P.H.39 X X X X X X X X X X X X X X X X 16 E38 X X X X X X X X X X X X X X 14 * 10 MPH PACE: 36 - 45 M.P.H.37 X X X X X X X X X X X X X X X X X 17 *36 X X X X X X X X X X X X X X X X X X 18 * % IN PACE: 70%35 X X X X X X X 734 X X X X X X X X X X X 11 % OVER PACE: 15%33 X X 232 X X X X X X 6 % UNDER PACE: 16%31 X X X 330 X 129 0 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 X 126 025 024 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

N
7/19/2022 9:03 AM - 9:37 AM
ROADWAY: LIMITS: Inglewood Avenue Artesia Boulevard to Manhattan Beach Blvd SURVEY LOCATION: 2501 Inglewood Avenue Minor ArterialRetail/Commercial, Residential, Adult School3 lanes each direction, Raised landscaped median, Left-turn channelizationGoodClearMultiple Driveways, On-street Parking, School Zone, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344

13.IngArtMan.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 11Injury Collisions: 5Fatal Collisions: 0INGLEWOOD AV from ARTESIA BLVD to MANHATTAN BEACH BLVD Page 1 of 38927182 8/16/2019 18:22 Friday Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ NELSON AV
Unsafe Speed
94' Direction: South
22350 Hit & Run: No Complaint of Pain # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 55
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2005 HONDA Mini Van No Injury
Air Bag Not Deployed Not Stated
Male Age: 48
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver South 2008 TOYOTA Pickups & Panels Complaint of Pain 9031780 1/25/2020 16:13 Saturday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ MATHEWS AV
Improper Turning
75' Direction: South
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 32
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2018 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury Not Required Not Stated
Male Age: 21
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 2 Driver South 2010 KAWASAKI Motorcycle Complaint of Pain 9064449 2/29/2020 19:05 Saturday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ MANHATTAN BEACH BLVD
Auto R/W Violation
68' Direction: South
21804A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 36
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2017 SUBARU Passenger Car, Station Wagon, Jeep No Injury Not Required Not Stated
Male Age: 20
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 2 Driver South 2013 SUZUKI Motorcycle Complaint of Pain 9134217 7/31/2020 16:51 Friday
Hit Object Fixed Object
INGLEWOOD AV ‐ MATHEWS AV
Improper Turning
76' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Not Stated
Male Age: 24
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 1988 FORD Passenger Car, Station Wagon, Jeep No Injury 9150796 8/21/2020 11:57 Friday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ CURTIS AV
Unknown
115' Direction: South
Hit & Run: No Property Damage Only # Inj: 0# Killed: 0
Daylight Clear Pty at Fault:

Air Bag Not Deployed Not Stated
Male Age: 31
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver South 2007 ‐ Pickups & Panels No Injury
Air Bag Not Deployed Not Stated
Male Age: 31
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2019 ‐ Passenger Car, Station Wagon, Jeep No Injury 9152416 9/11/2020 17:12 Friday
Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ MATHEWS AV
Unsafe Speed
99' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 3# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 42
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2008 ‐ Passenger Car, Station Wagon, Jeep No Injury Midblock Collisions:
8 INGLEWOOD AV from ARTESIA BLVD to MANHATTAN BEACH BLVD Page 2 of 3 Air Bag Not Deployed Not Stated
Male
Age: 46
Assoc Factor: Not Stated
Stopped in Road
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver Not St 2016 ‐ Sport Utility Vehicle Complaint of Pain 9181514 11/5/2020 04:45 Thursday
Rear‐End Parked Motor Vehicle
INGLEWOOD AV ‐ GATES AV
Driving Under Influence
80' Direction: South
23152A Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male
Age: 24
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HBD Under Influence
Part
y 1 Driver South 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Pickup Truck Sobriety: Not
Applicable
Part
y 2 Parked Vehicle South 2014 ‐ Pickups
& Panels No Injury
Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not
Applicable
Part
y 3 Parked Vehicle South 2001 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not
Applicable
Part
y
4 Parked Vehicle South 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury 9229890 2/7/2021 21:45 Sunday
Rear‐End Parked Motor Vehicle
INGLEWOOD AV ‐ ROBINSON ST
Driving Under Influence
52' Direction: South
23152A Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male
Age: 34
Assoc Factor: Not Stated
Other Unsafe Turning
Veh
Type: Passenger Car Sobriety: HBD Under Influence
Part
y 1 Driver South 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not
Applicable
Part
y 2 Parked Vehicle South 2007 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not
Applicable
Part
y 3 Parked Vehicle South 2006 ‐ Sport Utility Vehicle No Injury 9231124 2/21/2021 04:04 Sunday
Rear‐End Parked Motor Vehicle
INGLEWOOD AV ‐ GATES AV
Driving Under Influence
62' Direction: South
23152F Hit
& Run: Misde Property Damage Only # Inj: 0# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male
Age: 29
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: Not Stated
Part
y 1 Driver South 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not Stated
Part
y 2 Parked Vehicle South 2006 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not Stated
Part
y 3 Parked Vehicle South 2003 ‐ Passenger Car, Station Wagon, Jeep No Injury 9248867 4/2/2021 01:36 Friday
Hit Object Fixed Object
INGLEWOOD AV ‐ 164TH ST
Driving Under Influence
63' Direction: South
23152A Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female
Age: 24
Assoc Factor: Not Stated
Other Unsafe Turning
Veh
Type: Passenger Car Sobriety: HBD Under Influence
Part
y 1 Driver South 2008 ‐ Passenger Car, Station Wagon, Jeep No Injury 9260657 6/4/2021 13:24 Friday
Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ MATHEWS AV
Unsafe Speed
356' Direction: North
22350 Hit
& Run: No Other Visible Injury # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male
Age: 40
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver South 2016 FORD Mini Van No Injury
Air Bag Not Deployed Not Stated
Female
Age: 35
Assoc Factor: Not Stated
Stopped in Road
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver South 2012 ‐ Sport Utility Vehicle Other Visible Injury Air Bag Not Deployed Not Stated
Male
Age: 69
Assoc Factor: Not Stated
Stopped in Road
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 3 Driver South 1974 ‐ Passenger Car, Station Wagon, Jeep No Injury INGLEWOOD AV from ARTESIA BLVD to MANHATTAN BEACH BLVD Page 3 of 3 Segment Length: 1.00 miles (5,280')Collisions per mile: 11.00Settings for Query:Segment: INGLEWOOD AV between ARTESIA BLVD and MANHATTAN BEACH BLVDInclude Intersection Related at Limit 1 (ARTESIA BLVD): FalseInclude Intersection Related at Limit 2 (MANHATTAN BEACH BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 41,424 vehicles SEGMENT LENGTH: 0.50 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 6 midblock collisions50 049 0 ACCIDENT RATE: 0.26 acc/mvm EXPECTED RATE: 0.75 acc/mvm48 047 046 0 85TH %: 37 M.P.H.45 044 X X X 3 50TH %: 32 M.P.H.43 X X 242 X 1 15TH %: 28 M.P.H.41 X X X 340 X X X 3 AVERAGE SPEED: 33 M.P.H.39 X 138 X X X X 4 10 MPH PACE: 28 - 37 M.P.H.37 X X X X X X X X 8 *36 X X X X X 5 * % IN PACE: 76%35 X X X X X X 6 *34 X X X X X X X 7 P % OVER PACE: 17%33 X X X X X X X X X X X 11 A32 X X X X X X X X X X X X 12 C % UNDER PACE: 7%31 X X X X X X X X X X 10 E30 X X X X X 5 *29 X X X X X X 6 * ROADWAY CHARACTERISTICS 28 X X X X X X 6 * NOT APPARENT TO DRIVERS: 27 X X 226 X X 225 X 124 X X 223 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.
7/16/2022 8:30 AM - 8:50 AM
ROADWAY: LIMITS: Manhattan Beach Boulevard to Marine Avenue Inglewood Avenue SURVEY LOCATION: 3645 Inglewood Avenue Retail/Commercial, Industrial2 - 3 lanes each direction, Striped centerline, Left-turn channelizationGoodClearMultiple Driveways 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N

14.IngManMar.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 10Injury Collisions: 3Fatal Collisions: 0INGLEWOOD AV from MANHATTAN BEACH BLVD to MARINE AV Page 1 of 29080029 3/14/2020 17:49 Saturday Other Other Motor Vehicle
INGLEWOOD AV ‐ MARINE AV
Unsafe Starting or Backing
100' Direction: South
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Backing
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 0 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 42
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2008 KIA Passenger Car, Station Wagon, Jeep No Injury 9126610 7/9/2020 21:57 Thursday
Broadside Other Motor Vehicle
INGLEWOOD AV ‐ 156TH ST
Improper Turning
89' Direction: North
22100B Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Making Left Turn
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver Not St 0 ‐ No Injury
Air Bag Not Deployed Not Stated
Female Age: 39
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: HNBD
Party 2 Driver South 2007 ‐ No Injury
9135597 7/24/2020 04:05 Friday
Broadside Other Motor Vehicle
INGLEWOOD AV ‐ RT 405
Traffic Signals and Signs
79' Direction: North
21453A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver South 0 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Male Age: 32
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver South 2009 ‐ Passenger Car, Station Wagon, Jeep No Injury 9150532 8/25/2020 15:50 Tuesday
Rear‐End Other Motor Vehicle
INGLEWOOD AV ‐ RT 405
Unsafe Speed
110' Direction: South
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 30
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2015 FORD Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 36
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver Not St 2004 ‐ Sport Utility Vehicle No Injury 9171682 10/25/2020 10:18 Sunday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ 153RD ST
Improper Turning
190' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 88
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2013MINI Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 36
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2020 ‐ Sport Utility Vehicle No Injury 9191488 11/25/2020 17:38 Wednesday
Broadside Other Motor Vehicle
INGLEWOOD AV ‐ 156TH ST
Auto R/W Violation
125' Direction: South
21801A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Midblock Collisions:
6 INGLEWOOD AV from MANHATTAN BEACH BLVD to MARINE AV Page 2 of 2 Air Bag Not Deployed Not Stated
Male
Age: 61
Assoc Factor: Not Stated
Making Left Turn
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver North 2000 ‐ Sport Utility Vehicle Complaint of Pain Air Bag Not Deployed Not Stated
Male
Age: 26
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver South 2005 ‐ Passenger Car, Station Wagon, Jeep No Injury 9229888 2/7/2021 11:16 Sunday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ 156TH ST
Improper Turning
280' Direction: North
22101D Hit
& Run: Misde Property Damage Only # Inj: 0# Killed: 0
Daylight Clear Pty at Fault:1
Not Stated Not Stated
Male
Age: 50
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HBD Impairment Un
Part
y 1 Driver South 2009 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male
Age: 54
Assoc Factor: Not Stated
Making Right Turn
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver South 2019 JEEP Sport Utility Vehicle No Injury 9233128 2/18/2021 15:26 Thursday
Broadside Other Motor Vehicle
INGLEWOOD AV ‐ MANHATTAN BEACH BLVD
Improper Turning
260' Direction: North
22101D Hit
& Run: No Complaint of Pain # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male
Age: 45
Assoc Factor: Not Stated
Making Left Turn
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver East 2013 FORD Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male
Age: 44
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver Not St 2018 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9231694 2/24/2021 14:51 Wednesday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ 152ND ST
Unsafe Lane Change
103' Direction: South
21658A Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Daylight Not Stated Pty at Fault:1
Air Bag Not Deployed Not Stated
Female
Age: 57
Assoc Factor: Not Stated
Making Left Turn
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver North 2004 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male
Age: 34
Assoc Factor: Not Stated
Making Left Turn
Veh
Type: Emergency Vehicle Sobriety: HNBD
Part
y 2 Driver North 2016 ‐ Police Car No Injury
9385069 12/11/2021 19:47 Saturday
Sideswipe Other Motor Vehicle
INGLEWOOD AV ‐ 153RD ST
Improper Turning
307' Direction: South
22107 Hit
& Run: No Other Visible Injury # Inj: 3# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female
Age: 20
Assoc Factor: Not Stated
Making Right Turn
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver South 2022 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Air Bag Not Deployed Not Stated
Male
Age: 36
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver South 1991 ‐ Sport Utility Vehicle Complaint of Pain Segment Length: 0.50 miles (2,643')Collisions per mile: 19.98Settings for Query:Segment: INGLEWOOD AV between MANHATTAN BEACH BLVD and MARINE AVInclude Intersection Related at Limit 1 (MANHATTAN BEACH BLVD): FalseInclude Intersection Related at Limit 2 (MARINE AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 7,576 vehicles SEGMENT LENGTH: 0.31 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 049 0 ACCIDENT RATE: 0.79 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 22 M.P.H.45 044 0 50TH %: 20 M.P.H.43 042 0 15TH %: 17 M.P.H.41 040 0 AVERAGE SPEED: 21 M.P.H.39 038 0 10 MPH PACE: 16 - 25 M.P.H.37 036 0 % IN PACE: 95%35 034 0 % OVER PACE: 5%33 032 0 % UNDER PACE: 0%31 030 029 0 ROADWAY CHARACTERISTICS 28 X 1 NOT APPARENT TO DRIVERS: 27 X 126 X X X 325 X X X X 4 *24 X X X X 4 *23 X X X X X X X X X 9 * EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X X X X X X X X X 11 P21 X X X X X X X X X X X X X X X X X X X X X X X X X 25 A ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X X X X X X X X X X X 11 C19 X X X X X X X X X X X X 12 E SHARED JURISDICTION SPEED: M.P.H.18 X X X X X X 6 *17 X X X X X X X X 8 *16 X X X X X 5 * OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

Y
20 7/20/2022 10:35 AM - 11:02 AM
ROADWAY: LIMITS: Catalina Avenue Palos Verdes Boulevard to Avenue I SURVEY LOCATION: 1731 S. Catalina Avenue Minor ArterialCommercial1 lane each direction, Striped centerline, Left-turn channelizationGoodCloudyHigh Pedestrian Activity, Multiple Driveways, On-street Parking 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344

15.CatPalAvI.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 0Fatal Collisions: 0CATALINA AV from PALOS VERDES BLVD to AVENUE I Page 1 of 18906602 7/20/2019 01:25 Saturday Sideswipe Parked Motor Vehicle
CATALINA AV ‐ AVENIDA DEL NORTE
Driving Under Influence
95' Direction: North
23152A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 31
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2010 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle Not St 2001 JAGUAR Passenger Car, Station Wagon, Jeep No Injury 8968730 10/28/2019 17:08 Monday
Broadside Parked Motor Vehicle
CATALINA AV ‐ VISTA DEL MAR
Unsafe Starting or Backing
144' Direction: South
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Female Age: 17
Assoc Factor: Not Stated
Backing
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 2004 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle North 2017 TOYOTA Pickups & Panels No Injury Not Stated Not Stated
Female Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 3 Driver North 2004 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Pickup Truck Sobriety: Not Stated
Party 4 Parked Vehicle North 2017 TOYOTA Pickups & Panels No Injury Segment Length: 0.31 miles (1,616')Collisions per mile: 6.53Settings for Query:Segment: CATALINA AV between PALOS VERDES BLVD and AVENUE IInclude Intersection Related at Limit 1 (PALOS VERDES BLVD): FalseInclude Intersection Related at Limit 2 (AVENUE I): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 7,359 vehicles SEGMENT LENGTH: 1.21 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 17 midblock collisions50 049 0 ACCIDENT RATE: 1.75 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 046 0 85TH %: 33 M.P.H.45 044 0 50TH %: 29 M.P.H.43 042 0 15TH %: 26 M.P.H.41 040 X 1 AVERAGE SPEED: 30 M.P.H.39 038 X X 2 10 MPH PACE: 26 - 35 M.P.H.37 X 136 X 1 % IN PACE: 87%35 X X X X X X X X 8 *34 X X X X X X X X X 9 * % OVER PACE: 5%33 X X X X X X X X X X X X 12 *32 X X X X X X 6 P % UNDER PACE: 8%31 X X X X X X 6 A30 X X X X X X 6 C29 X X X X X X X X X X X X X X X X 16 E ROADWAY CHARACTERISTICS 28 X X X X X X X X 8 * NOT APPARENT TO DRIVERS: 27 X X X X X X X X 8 *26 X X X X X X X X 8 *25 X X X X X 524 023 X 1 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X 221 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

N
7/20/2022 9:50 AM - 10:21 AM
ROADWAY: LIMITS: Catalina Avenue Avenue I to Esplanade/Pearl Street SURVEY LOCATION: 601 S. Catalina Avenue Minor ArterialRetail/Commercial, Residential2 lanes each direction, Striped centerline,Striped bikelane,GoodClearBike lane, High Accident Rate, Multiple Driveways, On-street Parking, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344

16.CatAvIEsp.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 18Injury Collisions: 5Fatal Collisions: 0CATALINA AV from AVENUE I to ESPLANADE Page 1 of 48827992 3/16/2019 22:41 Saturday Sideswipe Parked Motor Vehicle
CATALINA AV ‐ SAPPHIRE ST
Driving Under Influence
115' Direction: North
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 47
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HBD Under Influence
Party 1 Driver Not St 2004 FORD Pickups & Panels No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2007 AUDI Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 2007MINI Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle North 1998 HONDA Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 5 Parked Vehicle North 2018 HONDA Passenger Car, Station Wagon, Jeep No Injury 8940727 8/13/2019 Tuesday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ AVENUE C
Improper Turning
170' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver South 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2017 KIA Passenger Car, Station Wagon, Jeep No Injury 8978892 11/11/2019 Monday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ TOPAZ ST
Improper Turning
162' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: HBD Impairment Un
Party 1 Driver North 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2014 TOYOTA Mini Van No Injury 9083834 3/20/2020 14:19 Friday
Broadside Other Motor Vehicle
CATALINA AV ‐ TOPAZ ST
Auto R/W Violation
242' Direction: North
21804A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 56
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2012 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 55
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2019 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2015 ‐ Sport Utility Vehicle No Injury 9069925 4/19/2020 00:57 Sunday
Rear‐End Parked Motor Vehicle
CATALINA AV ‐ TOPAZ ST
Driving Under Influence
330' Direction: South
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Midblock Collisions: 17
CATALINA AV from AVENUE I to ESPLANADE Page 2 of 4
Air Bag Deployed Not Stated
Male Age: 29
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2004 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2007 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2011 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Motorcycle Sobriety: Not Applicable
Party 4 Parked Vehicle South 2005 ‐ Motorcycle No Injury 9109475 5/21/2020 15:30 Thursday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ AVENUE E
Improper Turning
115' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2005 JEEP Sport Utility Vehicle No Injury 9109429 5/21/2020 22:20 Thursday
Rear‐End Parked Motor Vehicle
CATALINA AV ‐ SAPPHIRE ST
Driving Under Influence
106' Direction: South
23152A Hit & Run: Misde Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 21
Assoc Factor: Not Stated
Backing
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2019 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2004 ‐ Sport Utility Vehicle No Injury 9109427 5/28/2020 19:55 Thursday
Rear‐End Other Motor Vehicle
CATALINA AV ‐ KNOB HILL AV
Unsafe Speed
70' Direction: North
22350 Hit & Run: Felony Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Female Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver East 0 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 32
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver North 2016 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9112355 6/6/2020 21:57 Saturday
Sideswipe Other Motor Vehicle
CATALINA AV ‐ RUBY ST
Improper Turning
285' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Female Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver South 2020 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 56
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver South 2017 ‐ Sport Utility Vehicle No Injury 9125713 7/4/2020 10:59 Saturday
Broadside Other Motor Vehicle
CATALINA AV ‐ AVENUE G
Improper Turning
112' Direction: North
22107 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 78
Assoc Factor: Not Stated
Making U Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2012 ‐ Sport Utility Vehicle Other Visible Injury Air Bag Not Deployed Not Stated
Male Age: 39
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2010 ‐ Sport Utility Vehicle No Injury 9250446 4/6/2021 00:30 Tuesday
Rear‐End Parked Motor Vehicle
CATALINA AV ‐ AVENUE D
Driving Under Influence
126' Direction: South
23152F Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver South 2011 ‐ Passenger Car, Station Wagon, Jeep No Injury CATALINA AV from AVENUE I to ESPLANADE Page 3 of 4
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury 9250447 4/12/2021 Monday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ SAPPHIRE ST
Improper Turning
94' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parking Maneuver
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver East 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury 9270450 5/15/2021 00:01 Saturday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ TOPAZ ST
Driving Under Influence
223' Direction: North
23152A Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2018 ‐ Sport Utility Vehicle Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 2004 ‐ Passenger Car, Station Wagon, Jeep No Injury 9293989 7/7/2021 01:57 Wednesday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ AVENUE A
Driving Under Influence
210' Direction: North
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 39
Assoc Factor: Violation
Parking Maneuver
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2011 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Violation
Not Stated
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2016 FORD Passenger Car, Station Wagon, Jeep No Injury 9343067 7/27/2021 21:27 Tuesday
Rear‐End Bicycle
CATALINA AV ‐ AVENUE C
Driving Under Influence
130' Direction: North
23152A Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 52
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HBD Not Under Influ
Party 1 Bicyclist North 0 ‐ Bicycle Severe Injury
Air Bag Not Deployed Not Stated
Male Age: 26
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 2 Driver North 2016 ‐ Passenger Car, Station Wagon, Jeep No Injury 9339150 9/7/2021 21:05 Tuesday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ SAPPHIRE ST
Improper Turning
107' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle North 2008 ‐ Passenger Car, Station Wagon, Jeep No Injury 9347126 9/22/2021 14:21 Wednesday
Sideswipe Other Motor Vehicle
CATALINA AV ‐ AVENUE I
Unsafe Starting or Backing
110' Direction: North
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Male Age:

Assoc Factor: Not Stated
Entering Traffic
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver South 0 ‐ Pickups & Panels No Injury
Air Bag Not Deployed Not Stated
Female Age: 63
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury CATALINA AV from AVENUE I to ESPLANADE Page 4 of 4
9389863 12/17/2021 21:00 Friday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ TOPAZ ST
Improper Turning
245' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:2
Not Stated Not Stated
Male Age: 50
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver South 2019 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2016 FORD Passenger Car, Station Wagon, Jeep No Injury Segment Length: 1.21 miles (6,374')Collisions per mile: 14.91Settings for Query:Segment: CATALINA AV between AVENUE I and ESPLANADEInclude Intersection Related at Limit 1 (AVENUE I): FalseInclude Intersection Related at Limit 2 (ESPLANADE): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 15,211 vehicles SEGMENT LENGTH: 0.74 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 7 midblock collisions50 049 0 ACCIDENT RATE: 0.57 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X 147 046 X 1 85TH %: 38 M.P.H.45 044 X X 2 50TH %: 33 M.P.H.43 X 142 X X X X X X 6 15TH %: 29 M.P.H.41 X X X 340 X X X X X X X 7 AVERAGE SPEED: 34 M.P.H.39 X X X X X X X X X X 1038 X X X X X X X X X 9 * 10 MPH PACE: 29 - 38 M.P.H.37 X X X X X X X X X X X X X X X X 16 *36 X X X X X X X X X X X X X X X X X X X X X 21 * % IN PACE: 78%35 X X X X X X X X X X X X X X X X X X X 19 P34 X X X X X X X X X X X X X X X X 16 A % OVER PACE: 16%33 X X X X X X X X X X X X X X X X X X X X X X X X X X X 27 C32 X X X X X X X X 8 E % UNDER PACE: 7%31 X X X X X X X X X X X X X X X 15 *30 X X X X X X X X X X X X X X 14 *29 X X X X X X X X X X X 11 * ROADWAY CHARACTERISTICS 28 X X X X 4 NOT APPARENT TO DRIVERS: 27 X X X 326 X X X 325 X 124 X X 223 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 9:00 AM - 9:42 AM
ROADWAY: LIMITS: Catalina Avenue Esplanade/Pearl Street to Beryl Street SURVEY LOCATION: 101 S. Catalina Avenue Commercial, Residential, Park2 lanes each direction, Raised landscaped median, Left-turn channelization, Striped bike GoodClearBike lane, Bike Route, Multiple Driveways, On-street Parking, Residential, Park 1/1/2019 - 12/31/2021

17.CatEspBer.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 10Injury Collisions: 5Fatal Collisions: 0CATALINA AV from ESPLANADE to BERYL ST Page 1 of 38879009 6/9/2019 02:51 Sunday Head‐On Other Motor Vehicle
CATALINA AV ‐ BERYL ST
Driving Under Influence
78' Direction: South
23153A Hit & Run: No Other Visible Injury # Inj: 4# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 39
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HBD Under Influence
Party 1 Driver North 2018 TOYOTA Pickups & Panels No Injury Air Bag Deployed Not Stated
Male Age: 63
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2017 KIA Passenger Car, Station Wagon, Jeep Other Visible Injury 8902638 7/15/2019 Monday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ CARNELIAN ST
Unsafe Lane Change
157' Direction: North
21658A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2011 TOYOTA Sport Utility Vehicle No Injury 8963991 10/9/2019 16:37 Wednesday
Rear‐End Other Motor Vehicle
CATALINA AV ‐ TORRANCE BLVD
Following Too Closely
171' Direction: North
21703 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 69
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2004 FORD Mini Van No Injury
Air Bag Deployed Not Stated
Female Age: 30
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2019MAZDA Mini Van Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 51
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver North 2017 JAGUAR Mini Van No Injury
Air Bag Not Deployed Not Stated
Female Age: 54
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 4 Driver North 2015 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8963968 10/11/2019 19:28 Friday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ CARNELIAN ST
Unsafe Lane Change
190' Direction: South
21658A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 28
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2005 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle South 2017 NISSAN Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 3 Parked Vehicle South 2011 LEXUS Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 4 Parked Vehicle South 2010 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 9049573 2/8/2020 16:45 Saturday
Sideswipe Other Motor Vehicle
CATALINA AV ‐ TORRANCE BLVD
Unsafe Lane Change
105' Direction: South
21658A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Midblock Collisions:
7 CATALINA AV from ESPLANADE to BERYL ST Page 2 of 3
Air Bag Not Deployed Not Stated
Male Age: 44
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 2018 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Male Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 2 Driver North 0WHITE Unknown Hit and Run Vehicle Involvem No Injury 9110679 6/3/2020 13:11 Wednesday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ CARNELIAN ST
Improper Turning
77' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 35
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 2007 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle South 2007 ‐ Pickups & Panels No Injury 9125520 7/5/2020 01:37 Sunday
Overturned Fixed Object
CATALINA AV ‐ PACIFIC AV
Unsafe Speed
93' Direction: South
22350 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 23
Assoc Factor: Violation
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver South 2014 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury 9235202 3/13/2021 12:55 Saturday
Rear‐End Other Motor Vehicle
CATALINA AV ‐ GARNET ST
Unsafe Speed
300' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 19
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver Not St 2008 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Female Age: 71
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver Not St 1999 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9284108 6/28/2021 00:22 Monday
Sideswipe Parked Motor Vehicle
CATALINA AV ‐ GARNET ST
Driving Under Influence
195' Direction: South
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 28
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2001 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2010 ‐ Passenger Car, Station Wagon, Jeep No Injury 9314827 8/6/2021 11:57 Friday
Rear‐End Parked Motor Vehicle
CATALINA AV ‐ GARNET ST
Improper Turning
210' Direction: North
22107 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 57
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2016 ‐ Sport Utility Vehicle Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2000 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2020 ‐ Passenger Car, Station Wagon, Jeep No Injury CATALINA AV from ESPLANADE to BERYL ST Page 3 of 3
Segment Length: 0.74 miles (3,916')Collisions per mile: 13.48Settings for Query:Segment: CATALINA AV between ESPLANADE and BERYL STInclude Intersection Related at Limit 1 (ESPLANADE): FalseInclude Intersection Related at Limit 2 (BERYL ST): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 15,045 vehicles SEGMENT LENGTH: 0.52 miles53 052 X 151 X X 2 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 5 midblock collisions50 X X 249 X 1 ACCIDENT RATE: 0.59 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 X X X 346 X X X X X X X 7 85TH %: 42 M.P.H.45 X X X X 444 X X X X X X X 7 50TH %: 37 M.P.H.43 X X X X X 542 X X X X X X X X X X X X X X X X 16 * 15TH %: 33 M.P.H.41 X X X X X X X X X X X X 12 *40 X X X X X X X X X X X X X X 14 * AVERAGE SPEED: 38 M.P.H.39 X X X X X X X X X X X X X X X X X X X X 20 P38 X X X X X X X X X X X X X 13 A 10 MPH PACE: 33 - 42 M.P.H.37 X X X X X X X X X X X X X X X X X X X X X X X X X X X 28 C36 X X X X X X X X X X X X X X X 15 E % IN PACE: 76%35 X X X X X X X X X 9 *34 X X X X X X X X X X X X 12 * % OVER PACE: 16%33 X X X X X X X X X X X X X 13 *32 X X X X X 5 % UNDER PACE: 8%31 X X X X 430 X X X 329 X X 2 ROADWAY CHARACTERISTICS 28 X 1 NOT APPARENT TO DRIVERS: 27 026 025 X 124 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 8:25 AM - 8:49 AM
ROADWAY: LIMITS: Catalina Avenue Beryl Street to Pacific Coast Highway SURVEY LOCATION: 732 N. Catalina Avenue Commercial/, Residential2 lanes each direction, Raised median/Two-way left-turn lane, Left-turn channelization GoodCloudy
Continuity of Speed
1/1/2019 - 12/31/2021

18.CatBerPCH.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 6Injury Collisions: 4Fatal Collisions: 0CATALINA AV from BERYL ST to PACIFIC COAST HWY Page 1 of 28900510 7/11/2019 10:38 Thursday Hit Object Fixed Object
CATALINA AV ‐ BROADWAY
Improper Turning
144' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 53
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2003 VOLKSWAGEN Passenger Car, Station Wagon, Jeep Other Visible Injury 9018064 12/25/2019 21:59 Wednesday
Hit Object Fixed Object
CATALINA AV ‐ ELENA AV (N)
Unsafe Speed
145' Direction: South
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Raining Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 18
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2004 TOYOTA Sport Utility Vehicle No Injury 9049595 2/13/2020 09:56 Thursday
Hit Object Fixed Object
CATALINA AV ‐ GERTRUDA AV
Improper Turning
209' Direction: North
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 91
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2005 BUICK Passenger Car, Station Wagon, Jeep Complaint of Pain 9049589 2/15/2020 11:15 Saturday
Hit Object Fixed Object
CATALINA AV ‐ ELENA AV (N)
Improper Turning
80' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver South 0 OTHER ‐ AUTO Passenger Car, Station Wagon, Jeep No Injury 9238835 3/11/2021 19:45 Thursday
Head‐On Bicycle
CATALINA AV ‐ ELENA AV (N)
Wrong Side of Road
113' Direction: North
21460A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 55
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Male Age: 59
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist South 0 ‐ Bicycle Complaint of Pain
9241655 3/16/2021 19:30 Tuesday
Broadside Other Motor Vehicle
CATALINA AV ‐ GERTRUDA AV
Improper Turning
245' Direction: East
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 68
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2005 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Female Age: 35
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Driver North 2019 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Midblock Collisions:
5 CATALINA AV from BERYL ST to PACIFIC COAST HWY Page 2 of 2 Segment Length: 0.52 miles (2,739')Collisions per mile: 11.57Settings for Query:Segment: CATALINA AV between BERYL ST and PACIFIC COAST HWYInclude Intersection Related at Limit 1 (BERYL ST): FalseInclude Intersection Related at Limit 2 (PACIFIC COAST HWY): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 11,815 vehicles SEGMENT LENGTH: 1.23 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 10 midblock collisions50 049 0 ACCIDENT RATE: 0.63 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 X 146 X 1 85TH %: 40 M.P.H.45 044 X X X 3 50TH %: 35 M.P.H.43 X X X 342 X X X 3 15TH %: 32 M.P.H.41 X X X X 4 *40 X X X X X 5 * AVERAGE SPEED: 37 M.P.H.39 X X X X X X X X X X 10 *38 X X X X X X X X X 9 P 10 MPH PACE: 32 - 41 M.P.H.37 X X X X X X X X X 9 A36 X X X X X X X X X 9 C % IN PACE: 82%35 X X X X X X X X X X X X X X X 15 E34 X X X X X X X X X 9 * % OVER PACE: 11%33 X X X X X X X 7 *32 X X X X X 5 * % UNDER PACE: 7%31 X X X X 430 029 X 1 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 X 125 X 124 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/19/2022 11:18 AM - 11:43 AM
ROADWAY: LIMITS: Grant Avenue Aviation Boulevard to Inglewood Avenue SURVEY LOCATION: 1802 Grant Avenue Minor ArterialResidential, Elementary School, Park, Fire Station1 lane each direction, Two-way left-turn lane, Left-turn channelization, Striped bike laneGoodClearBike lane, Pedestrian Activity, Multiple Driveways, On-street Parking, School Zone, Residential, Park

19.GraAviIng.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 16Injury Collisions: 3Fatal Collisions: 0GRANT AV from AVIATION BLVD to INGLEWOOD AV Page 1 of 38894632 6/26/2019 09:12 Wednesday Broadside Other Motor Vehicle
GRANT AV ‐ PHELAN LN
Auto R/W Violation
185' Direction: East
21804A Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 19
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2011 TOYOTA Passenger Car, Station Wagon, Jeep Other Visible Injury Air Bag Deployed Not Stated
Female Age: 89
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2003 TOYOTA Passenger Car, Station Wagon, Jeep Complaint of Pain 8917521 7/31/2019 05:01 Wednesday
Rear‐End Parked Motor Vehicle
GRANT AV ‐ MACKAY LN
Driving Under Influence
145' Direction: West
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 27
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver West 2000 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle Not St 2018 BMW Passenger Car, Station Wagon, Jeep No Injury 9018335 12/19/2019 Thursday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ SLAUSON LN
Improper Turning
266' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 34
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver West 2015 SUBARU Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2017 KIA Sport Utility Vehicle No Injury 9161453 9/19/2020 10:47 Saturday
Broadside Other Motor Vehicle
GRANT AV ‐ RINDGE LN
Auto R/W Violation
254' Direction: East
21804A Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 40
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2007 ‐ Mini Van Other Visible Injury Air Bag Deployed Not Stated
Male Age: 25
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2018 AUDI Passenger Car, Station Wagon, Jeep No Injury 9196202 11/27/2020 Friday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ RINDGE LN
Improper Turning
300' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver East 0 ‐ No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury 9237929 3/12/2021 00:33 Friday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ PHELAN LN
Driving Under Influence
100' Direction: East
23152F Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Midblock Collisions: 10
GRANT AV from AVIATION BLVD to INGLEWOOD AV Page 2 of 3 Air Bag Not Deployed Not Stated
Male Age: 49
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver East 2016 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle East 2008 ‐ Pickups & Panels No Injury 9238895 3/15/2021 11:02 Monday
Other Animal
GRANT AV ‐ MACKAY LN
Other Than Driver or Ped
113' Direction: East
Hit & Run: No Property Damage Only # Inj: 0# Killed: 0
Not Stated Clear Pty at Fault:

Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Entering Traffic
Veh Type: Not Stated Sobriety: Not Applicable
Party 1 Other North 0 ‐ No Injury
Air Bag Not Deployed Not Stated
Female Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2018 AUDI Passenger Car, Station Wagon, Jeep No Injury 9241771 3/16/2021 Tuesday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ SLAUSON LN
Improper Turning
110' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver East 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2008 ‐ Passenger Car, Station Wagon, Jeep No Injury 9241772 3/17/2021 23:27 Wednesday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ HARKNESS LN
Improper Turning
161' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Applicable
Party 1 Driver West 2020 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle East 2009 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 3 Parked Vehicle East 2013 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 4 Parked Vehicle East 0 ‐ Passenger Car, Station Wagon, Jeep No Injury 9270451 5/16/2021 01:57 Sunday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ BLOSSOM LN
Improper Turning
263' Direction: East
22107 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Raining Pty at Fault:1
Not Stated Not Stated
Male Age: 27
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: Not Applicable
Party 1 Bicyclist East 0 ‐ Bicycle Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle Not St 2018 ‐ Passenger Car, Station Wagon, Jeep No Injury 9270946 5/23/2021 14:44 Sunday
Rear‐End Parked Motor Vehicle
GRANT AV ‐ FLAGLER LN
Unsafe Starting or Backing
223' Direction: East
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Backing
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver West 2004 ‐ Pickups & Panels No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury 9261035 6/9/2021 Wednesday
Rear‐End Parked Motor Vehicle
GRANT AV ‐ RINDGE LN
Unsafe Starting or Backing
283' Direction: East
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Female Age:

Assoc Factor: Not Stated
Backing
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver West 0 ‐ Passenger Car, Station Wagon, Jeep No Injury GRANT AV from AVIATION BLVD to INGLEWOOD AV Page 3 of 3 Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 0 JEEP Sport Utility Vehicle No Injury 9317944 8/24/2021 16:46 Tuesday
Other Other Motor Vehicle
GRANT AV ‐ INGLEWOOD AV
Unsafe Starting or Backing
120' Direction: West
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Backing
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver Not St 0 ‐ No Injury
Air Bag Not Deployed Not Stated
Male Age: 17
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Motorcycle Sobriety: HNBD
Party 2 Driver East 2020 JEEP All Terrain Vehicle No Injury 9325416 8/28/2021 15:02 Saturday
Sideswipe Other Motor Vehicle
GRANT AV ‐ FLAGLER LN
Unsafe Starting or Backing
113' Direction: West
22106 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 41
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2005 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 16
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury 9382844 11/22/2021 16:23 Monday
Sideswipe Parked Motor Vehicle
GRANT AV ‐ FELTON LN
Improper Passing
280' Direction: East
21755A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver West 0 FORD Pickups & Panels No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle West 2007 FORD Pickups & Panels No Injury 9388728 12/23/2021 21:07 Thursday
Hit Object Fixed Object
GRANT AV ‐ FLAGLER LN
Unsafe Speed
133' Direction: East
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Raining Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 18
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2000 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 1.23 miles (6,515')Collisions per mile: 12.97Settings for Query:Segment: GRANT AV between AVIATION BLVD and INGLEWOOD AVInclude Intersection Related at Limit 1 (AVIATION BLVD): FalseInclude Intersection Related at Limit 2 (INGLEWOOD AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Minor Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 6,111 vehicles SEGMENT LENGTH: 0.30 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 049 0 ACCIDENT RATE: 0.50 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 38 M.P.H.45 044 X 1 50TH %: 34 M.P.H.43 X 142 0 15TH %: 30 M.P.H.41 X X X 340 X X X 3 AVERAGE SPEED: 35 M.P.H.39 X X X X X X X X 8 *38 X X X X X X X X X X X X X 13 * 10 MPH PACE: 30 - 39 M.P.H.37 X X X X X X X X 8 *36 X X X X X X X 7 P % IN PACE: 85%35 X X X X X X X X X X X X 12 A34 X X X X X X 6 C % OVER PACE: 8%33 X X X X X X X X X X X X X X 14 E32 X X X X X X X 7 * % UNDER PACE: 7%31 X X X X X 5 *30 X X X X X 5 *29 X X X X X 5 ROADWAY CHARACTERISTICS Bike lanes, Multiple Driveways, On-street Parking, Residential, Park28 X 1 NOT APPARENT TO DRIVERS: 27 X 1 Speed Survey)26 025 024 023 0 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/19/2022 11:53 AM - 12:20 PM
ROADWAY: LIMITS: Grant Avenue Inglewood Avenue to Kingsdale Avenue SURVEY LOCATION: 2747 Grant Avenue Residential, Park1 lane each direction, Two-way left-turn lane, Striped bike laneGoodClear 1/1/2019 - 12/31/2021
Assembly Bill # 43 (Per City records, no changes in roadway configuration since last

20.GraIngKin.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 1Injury Collisions: 1Fatal Collisions: 0GRANT AV from INGLEWOOD AV to KINGSDALE AV Page 1 of 19056638 3/2/2020 20:13 Monday Overturned non‐collision
GRANT AV ‐ INGLEWOOD AV
Unsafe Speed
232' Direction: East
22350 Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Other Not Stated
Male Age: 31
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 1 Driver West 2012 DUCATI (MOTOR Motorcycle Severe Injury Segment Length: 0.30 miles (1,568')Collisions per mile: 3.37Settings for Query:Segment: GRANT AV between INGLEWOOD AV and KINGSDALE AVInclude Intersection Related at Limit 1 (INGLEWOOD AV): FalseInclude Intersection Related at Limit 2 (KINGSDALE AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 8,253 vehicles SEGMENT LENGTH: 0.15 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 049 0 ACCIDENT RATE: 1.48 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 046 0 85TH %: 26 M.P.H.45 044 0 50TH %: 22 M.P.H.43 042 0 15TH %: 17 M.P.H.41 040 0 AVERAGE SPEED: 23 M.P.H.39 038 0 10 MPH PACE: 17 - 26 M.P.H.37 036 X X 2 % IN PACE: 82%35 X 134 0 % OVER PACE: 15%33 032 X X 2 % UNDER PACE: 4%31 X X 230 X X X 329 X X X X 4 ROADWAY CHARACTERISTICS 28 X X X X X X X 7 NOT APPARENT TO DRIVERS: 27 X X X X X X X X 826 X X X X X X X X X X X X X X X X X X X X 22 *25 X X X X X X X X X X X X X X X X X X 22 *24 X X X X X X X X X X X X X X X X X X X X X X 22 *23 X X X X X X X X X X X X X X X X X 17 P EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X X X X X X X X X X X X 14 A21 X X X X X X X X X X X X X X X 15 C ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X X X X X X X 7 E19 X X X X X X X X X X X X X X X X X X X 19 * SHARED JURISDICTION SPEED: M.P.H.18 X X X X X X X X X X 10 *17 X X X X X X X X X X X X X X X 15 *16 X X X X X X X X 8 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
Y
25 7/21/2022 12:39 PM - 1:31 PM
ROADWAY: LIMITS: Torrance Boulevard Pier to Pacific Coast Highway SURVEY LOCATION: 695 The Village Principal ArterialCommercial, Residential, Pier2 lanes each direction, Raised landscaped median, Left-turn channelizationGoodCloudyHigh Accident Rate, On-street Parking

21.TorPiePCH.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 0Fatal Collisions: 0TORRANCE BLVD from PACIFIC COAST HWY to GEORGE FREETH WY Page 1 of 18881559 6/14/2019 17:20 Friday Broadside Other Motor Vehicle
TORRANCE BLVD ‐ PACIFIC COAST HWY
Unsafe Speed
153' Direction: West
22350 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver East 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Air Bag Not Deployed Not Stated
Female Age: 70
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2018 AUDI Passenger Car, Station Wagon, Jeep No Injury 9196366 11/12/2020 13:14 Thursday
Sideswipe Other Motor Vehicle
TORRANCE BLVD ‐ BROADWAY
Unsafe Lane Change
203' Direction: East
21658A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 25
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 47
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2014 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.15 miles (791')Collisions per mile: 13.35Settings for Query:Segment: TORRANCE BLVD between PACIFIC COAST HWY and GEORGE FREETH WYInclude Intersection Related at Limit 1 (PACIFIC COAST HWY): FalseInclude Intersection Related at Limit 2 (GEORGE FREETH WY): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 31,056 vehicles SEGMENT LENGTH: 0.62 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 19 midblock collisions50 049 0 ACCIDENT RATE: 0.91 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 X 146 0 85TH %: 40 M.P.H.45 044 X X X X 4 50TH %: 35 M.P.H.43 X X X 342 X X 2 15TH %: 31 M.P.H.41 X X X X 440 X X X X X X 6 * AVERAGE SPEED: 36 M.P.H.39 X X X X X 5 *38 X X X X X X X X 8 * 10 MPH PACE: 31 - 40 M.P.H.37 X X X X X X X 7 P36 X X X X X X X X X 9 A % IN PACE: 76%35 X X X X X 5 C34 X X X X X X X X X X X X X X X 15 E % OVER PACE: 14%33 X X X X X X X 7 *32 X X X X X X X X 8 * % UNDER PACE: 10%31 X X X X X X 6 *30 X X X X X 529 X X X 3 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 X 126 X 125 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/19/2022 12:39 PM - 12:54 PM
ROADWAY: LIMITS: Aviation Boulevard Harper Avenue to Artesia Boulevard SURVEY LOCATION: 1212 Aviation Boulevard Principal ArterialCommercial, Residential2 lanes each direction, Two-way left-turn lane/Striped centerline, Left-turn channelizationGoodClearOn-street Parking

22.AviHarArt.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 21Injury Collisions: 15Fatal Collisions: 0AVIATION BLVD from HARPER AV to ARTESIA BLVD Page 1 of 48827963 3/20/2019 12:54 Wednesday Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ FORD AV
Unsafe Speed
173' Direction: East
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 33
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2016 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 43
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 1999 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 67
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver West 2017 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8877590 5/29/2019 12:23 Wednesday
Sideswipe Parked Motor Vehicle
AVIATION BLVD ‐ GRANT AV
Improper Turning
216' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver West 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle West 2019 LEXUS Sport Utility Vehicle No Injury 8875689 6/11/2019 17:51 Tuesday
Broadside Other Motor Vehicle
AVIATION BLVD ‐ ARTESIA BLVD
Auto R/W Violation
270' Direction: South
21804A Hit & Run: No Complaint of Pain # Inj: 3# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 41
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2013 DODGE Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 43
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2017 VOLKSWAGEN Sport Utility Vehicle Complaint of Pain 8894774 7/2/2019 08:42 Tuesday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ STEINHART AV
Improper Turning
83' Direction: North
22107 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 49
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2017 GMC Sport Utility Vehicle No Injury Not Required Not Stated
Male Age: 41
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 2 Driver North 2006 SUZUKI Motorcycle Other Visible Injury 8940662 9/5/2019 21:17 Thursday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ GRANT AV
Unsafe Speed
210' Direction: South
22350 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Not Applicable
Party 1 Driver North 2004 AUDI No Injury
Air Bag Not Deployed Not Stated
Female Age: 18
Assoc Factor: Not Stated
Slowing/Stopping
Veh Type: Not Stated Sobriety: HNBD
Party 2 Driver North 2015 FORD No Injury
Midblock Collisions: 19
AVIATION BLVD from HARPER AV to ARTESIA BLVD Page 2 of 4 8940524 9/11/2019 21:58 Wednesday
Broadside Bicycle
AVIATION BLVD ‐ CARNEGIE LN
Auto R/W Violation
341' Direction: North
21801A Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 48
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2011 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Male Age: 45
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist North 0 ‐ Bicycle Other Visible Injury 8993933 11/24/2019 09:57 Sunday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ CARNEGIE LN
Unsafe Speed
181' Direction: South
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 24
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2013 SUBARU Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 44
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2019MINI Passenger Car, Station Wagon, Jeep Complaint of Pain 9038680 1/15/2020 15:12 Wednesday
Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ FORD AV
Other
219' Direction: East
Hit & Run: No Property Damage Only # Inj: 0# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 47
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Emergency Vehicle Sobriety: HNBD
Party 1 Driver South 2019 CHEVROLET Police Car No Injury Air Bag Not Deployed Not Stated
Male Age: 66
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2018 ‐ Passenger Car, Station Wagon, Jeep No Injury 9049579 2/14/2020 17:07 Friday
Head‐On Other Motor Vehicle
AVIATION BLVD ‐ ARTESIA BLVD
Unsafe Lane Change
280' Direction: South
21658A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 49
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2014 CHEVROLET Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Deployed Not Stated
Male Age: 31
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2018MINI Passenger Car, Station Wagon, Jeep No Injury 9068372 5/3/2020 03:07 Sunday
Head‐On Animal
AVIATION BLVD ‐ HUNTINGTON LN
Driving Under Influence
117' Direction: South
23152F Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 26
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Not Stated
Party 1 Driver South 2006 ‐ Pickups & Panels Other Visible Injury 9194188 12/4/2020 18:10 Friday
Vehicle ‐ Pedestrian Pedestrian
AVIATION BLVD ‐ ORMOND LN
Pedestrian Violation
138' Direction: North
21954A Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 82
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pedestrian Sobriety: HNBD
Party 1 Pedestrian West 0 ‐ Pedestrian Severe Injury
Air Bag Not Deployed Not Stated
Female Age: 42
Assoc Factor: Not Stated
Slowing/Stopping
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2020 ‐ Sport Utility Vehicle No Injury 9209598 12/22/2020 17:19 Tuesday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ HUNTINGTON LN
Unsafe Speed
93' Direction: North
22350 Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 55
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver North 2013 FORD Pickups & Panels No Injury Air Bag Not Deployed Not Stated
Female Age: 36
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2021 ‐ Sport Utility Vehicle Other Visible Injury AVIATION BLVD from HARPER AV to ARTESIA BLVD Page 3 of 4 Air Bag Not Deployed Not Stated
Male Age: 33
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver North 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 69
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 4 Driver North 2007 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9260969 6/11/2021 17:41 Friday
Broadside Other Motor Vehicle
AVIATION BLVD ‐ ARTESIA BLVD
Auto R/W Violation
282' Direction: South
21804A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 60
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 66
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2018 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9284205 6/17/2021 18:30 Thursday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ STEINHART AV
Unsafe Speed
55' Direction: East
22350 Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 34
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2018 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 50
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2019 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 32
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver North 1994 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury 9284111 6/24/2021 11:20 Thursday
Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ STANFORD AV
Improper Turning
72' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver West 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Air Bag Not Deployed Not Stated
Female Age: 30
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2020 ‐ Sport Utility Vehicle No Injury 9314756 7/30/2021 02:13 Friday
Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ FORD AV
Improper Turning
212' Direction: North
22107 Hit & Run: Felony Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Violation
Merging
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 0 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Male Age: 18
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2019 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9325547 9/4/2021 14:55 Saturday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ CARNEGIE LN
Following Too Closely
123' Direction: North
21703 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Not Required Not Stated
Male Age: 41
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 1 Driver North 2004 ‐ Motorcycle Complaint of Pain Air Bag Not Deployed Not Stated
Female Age: 19
Assoc Factor: Not Stated
Slowing/Stopping
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2014 ‐ Sport Utility Vehicle No Injury 9359130 10/29/2021 15:30 Friday
Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ GRANT AV
Improper Turning
80' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 0 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Female Age: 53
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2005 ‐ Passenger Car, Station Wagon, Jeep No Injury AVIATION BLVD from HARPER AV to ARTESIA BLVD Page 4 of 4 9369191 11/19/2021 16:59 Friday
Broadside Other Motor Vehicle
AVIATION BLVD ‐ ARTESIA BLVD
Auto R/W Violation
431' Direction: South
21804A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 29
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2014 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Female Age: 37
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2002 ‐ Sport Utility Vehicle Complaint of Pain 9369186 11/22/2021 19:38 Monday
Broadside Pedestrian
AVIATION BLVD ‐ GRANT AV
Wrong Side of Road
500' Direction: North
21650 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:2
Air Bag Not Deployed Not Stated
Male Age: 39
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2021 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Male Age: 31
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HBD Under Influence
Party 2 Bicyclist North 0 ‐ Bicycle Complaint of Pain
9383348 12/4/2021 20:07 Saturday
Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ GRANT AV
Driving Under Influence
1800' Direction: South
23152A Hit & Run: Felony Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 43
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2002 FORD Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 49
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver North 2014 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Not Deployed Not Stated
Male Age: 68
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 3 Driver North 2019 AUDI Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 65
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Driver North 2010 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.62 miles (3,257')Collisions per mile: 34.04Settings for Query:Segment: AVIATION BLVD between HARPER AV and ARTESIA BLVDInclude Intersection Related at Limit 1 (HARPER AV): FalseInclude Intersection Related at Limit 2 (ARTESIA BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Principal Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 35,134 vehicles SEGMENT LENGTH: 0.52 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 X 149 X 1 ACCIDENT RATE: 0.10 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X 247 X X X 346 X X X 3 85TH %: 42 M.P.H.45 044 X X X 3 50TH %: 38 M.P.H.43 X X X X X X X 7 *42 X X X X X X 6 * 15TH %: 34 M.P.H.41 X X X X X X X X 8 *40 X X X X X X X X X 9 P AVERAGE SPEED: 39 M.P.H.39 X X X X X X X X X 9 A38 X X X X X X X X X X X X 12 C 10 MPH PACE: 34 - 43 M.P.H.37 X X X X X X X X 8 E36 X X X X X X X 7 * % IN PACE: 80%35 X X X X X X X X X 9 *34 X X X X X 5 * % OVER PACE: 13%33 X X X 332 X X 2 % UNDER PACE: 7%31 X 130 029 X 1 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 025 024 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
Aviation Boulevard LIMITS:Artesia Boulevard to Robinson Street/2nd Stree 7/19/2022 1:03 PM - 1:21 PM
ROADWAY: SURVEY LOCATION: 522 S. Aviation Boulevard
Commercial, Residential2 lanes each direction, Raised concrete median/Two-way left-turn laneGoodClear Multiple Driveways, On-street Parking, Residential, Continuity of Speed 1/1/2019 - 12/31/2021

23.AviArtRob.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 1Fatal Collisions: 0AVIATION BLVD from ARTESIA BLVD to 2ND ST Page 1 of 18923756 8/10/2019 19:37 Saturday Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ GATES AV
Auto R/W Violation
169' Direction: North
21801A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 16
Assoc Factor: Not Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2008 BMW Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 20
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2003 FORD Passenger Car, Station Wagon, Jeep No Injury 9161452 9/19/2020 07:12 Saturday
Hit Object Fixed Object
AVIATION BLVD ‐ VOORHEES AV
Other
129' Direction: South
AHit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 25
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 1997 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Segment Length: 0.52 miles (2,747')Collisions per mile: 3.84Settings for Query:Segment: AVIATION BLVD between ARTESIA BLVD and 2ND STInclude Intersection Related at Limit 1 (ARTESIA BLVD): FalseInclude Intersection Related at Limit 2 (2ND ST): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Principal Arterial63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 38,195 vehicles SEGMENT LENGTH: 0.52 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 0 midblock collisions50 049 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 046 0 85TH %: 41 M.P.H.45 X X X X 444 X X X X 4 50TH %: 36 M.P.H.43 X X X X 442 X X X X 4 15TH %: 32 M.P.H.41 X X 240 X 1 * AVERAGE SPEED: 37 M.P.H.39 X X X X X X X X X 9 *38 X X X X X X X X X X 10 * 10 MPH PACE: 31 - 40 M.P.H.37 X X X X X X X X X X X X X X X 15 P36 X X X X X X X X 8 A % IN PACE: 76%35 X X X X X X X X X X X X X 13 C34 X X X X X X X 7 E % OVER PACE: 18%33 X X X 3 *32 X X X 3 * % UNDER PACE: 6%31 X X X X X X X 7 *30 X 129 X X X 3 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 X 126 025 X 124 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
Aviation Boulevard LIMITS:obinson Street/2nd Street to Manhattan Beach Blv 7/19/2022 1:31 PM - 1:53 PM
ROADWAY: SURVEY LOCATION: 1057 N. Aviation Boulevard
Commercial, Residential2 lanes each direction, Raised median/Two-way left-turn lane, Left-turn channelizationGoodClearOn-street Parking, Residential, Continuity of Speed 1/1/2019 - 12/31/2021

24.AviRobMan.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 0Fatal Collisions: 0AVIATION BLVD from 2ND ST to MANHATTAN BEACH BLVD Page 1 of 18923760 8/9/2019 15:55 Friday Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ MANHATTAN BEACH BLVD
Improper Turning
90' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 0 MERCEDES‐BENZ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 35
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2015 VOLVO Passenger Car, Station Wagon, Jeep No Injury 9087923 5/8/2020 13:50 Friday
Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ MANHATTAN BEACH BLVD
Improper Turning
73' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Changing Lanes
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ Pickups & Panels No Injury
Air Bag Not Deployed Not Stated
Female Age: 59
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2006 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.52 miles (2,739')Collisions per mile: 3.86Settings for Query:Segment: AVIATION BLVD between 2ND ST and MANHATTAN BEACH BLVDInclude Intersection Related at Limit 1 (2ND ST): FalseInclude Intersection Related at Limit 2 (MANHATTAN BEACH BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions: None

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 X 164 X X 2 STREET CLASSIFICATION: Principal Arterial63 X 162 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 X 158 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 X X 254 X X 2 AVERAGE DAILY TRAFFIC: 38,088 vehicles SEGMENT LENGTH: 0.50 miles53 X 152 X X 251 X X X X X 5 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 X X X 349 X X X X X X X 7 ACCIDENT RATE: 0.10 acc/mvm EXPECTED RATE: 0.75 acc/mvm48 X X X X X X X X X X 1047 X X X X X 546 X X X X X X X X X X X X X X 14 * 85TH %: 47 M.P.H.45 X X X X X X X X X X 10 *44 X X X X X X X X X 9 * 50TH %: 41 M.P.H.43 X X X X X X X X X X X X X X X 15 P42 X X X X X X X X X X X X X X X X X X X 19 A 15TH %: 36 M.P.H.41 X X X X X X X X X X 10 C40 X X X X X X X X X X X X X X 14 E AVERAGE SPEED: 43 M.P.H.39 X X X X X X X X X X X X X X X 15 *38 X X X X X X X X X X X X 12 * 10 MPH PACE: 37 - 46 M.P.H.37 X X X X X X X X X X X X 12 *36 X X X X X 5 % IN PACE: 65%35 X X X X X X X X X 934 X X X X X 5 % OVER PACE: 21%33 X X X X X X X X 832 X 1 % UNDER PACE: 14%31 030 029 0 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 025 024 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
Aviation Boulevard LIMITS:Manhattan Beach Boulevard to Marine Avenue 7/19/2022 2:03 PM - 2:47 PM
ROADWAY: SURVEY LOCATION: 1812 Wendy Way
Commercial, Non-fronting residential, Park3 lanes each direction, Striped double-double yellow centerline, Left-turn channelizationGoodClearNon-fronting Residential, Park 1/1/2019 - 12/31/2021

25.AviManMar.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 1Fatal Collisions: 0AVIATION BLVD from MANHATTAN BEACH BLVD to MARINE AV Page 1 of 18914000 7/24/2019 16:23 Wednesday Rear‐End Other Motor Vehicle
AVIATION BLVD ‐ MARINE AV
Unsafe Speed
335' Direction: South
22350 Hit & Run: Felony Complaint of Pain # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Male Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 1994 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 33
Assoc Factor: Not Stated
Slowing/Stopping
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2013 AUDI Passenger Car, Station Wagon, Jeep Complaint of Pain 8978888 11/8/2019 11:35 Friday
Sideswipe Other Motor Vehicle
AVIATION BLVD ‐ SPACE PARK DR
Improper Turning
128' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 42
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2019 FORD Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 62
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2017 TESLA Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.50 miles (2,644')Collisions per mile: 3.99Settings for Query:Segment: AVIATION BLVD between MANHATTAN BEACH BLVD and MARINE AVInclude Intersection Related at Limit 1 (MANHATTAN BEACH BLVD): FalseInclude Intersection Related at Limit 2 (MARINE AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 4,256 vehicles SEGMENT LENGTH: 0.84 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 049 0 ACCIDENT RATE: 0.51 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 31 M.P.H.45 044 0 50TH %: 29 M.P.H.43 042 0 15TH %: 24 M.P.H.41 X 140 X X 2 AVERAGE SPEED: 29 M.P.H.39 038 0 10 MPH PACE: 24 - 33 M.P.H.37 X 136 0 % IN PACE: 85%35 X X 234 X X X 3 % OVER PACE: 9%33 X X X 3 *32 X X X X X X X X X X X 11 * % UNDER PACE: 6%31 X X X X X X X X X X X X X X X X X 17 *30 X X X X X X X X X X 10 P29 X X X X X X X X 8 A ROADWAY CHARACTERISTICS 28 X X X X X X X X X X X 11 C NOT APPARENT TO DRIVERS: 27 X X X X X X X 7 E26 X X X X X 5 *25 X X X X X X X X X 9 *24 X X X X 4 *23 X 1 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X 321 X 1 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X 119 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodCloudy
Bike lane, High Pedestrian Activity, On-street Parking, School Zone, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/26/2022 11:37 AM - 12:08 PM
ROADWAY: LIMITS: Diamond Street Catalina Avenue to Prospect Avenue SURVEY LOCATION: 713 Diamond Street Minor ArterialCommercial, Residential, High School1 lane each direction, Two-way left-turn lane, Striped bike lane

26.DiaCatPro.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 3Injury Collisions: 1Fatal Collisions: 0DIAMOND ST from CATALINA AV to PROSPECT AV Page 1 of 18947793 9/20/2019 12:50 Friday Sideswipe Parked Motor Vehicle
DIAMOND ST ‐ HELBERTA AV
Improper Turning
94' Direction: East
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 53
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Other Bus Sobriety: HNBD
Party 1 Driver East 2013 OTHER ‐ BUS Public Transit Authority No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Emergency Vehicle Sobriety: Not Applicable
Party 2 Parked Vehicle East 2017 FORD Police Car No Injury 9166270 10/3/2020 10:30 Saturday
Hit Object Fixed Object
DIAMOND ST ‐ PACIFIC COAST HWY
Other Improper Driving
100' Direction: West
Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 81
Assoc Factor: Violation
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2013 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9350986 8/25/2021 15:15 Wednesday
Rear‐End Other Motor Vehicle
DIAMOND ST ‐ FRANCISCA AV
Unsafe Speed
64' Direction: East
22350 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Applicable
Party 1 Driver Not St 1999 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 48
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver West 2019 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.84 miles (4,440')Collisions per mile: 3.57Settings for Query:Segment: DIAMOND ST between CATALINA AV and PROSPECT AVInclude Intersection Related at Limit 1 (CATALINA AV): FalseInclude Intersection Related at Limit 2 (PROSPECT AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 32,573 vehicles SEGMENT LENGTH: 1.00 miles53 X 152 051 X X X X 4 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 11 midblock collisions50 X 149 X X X 3 ACCIDENT RATE: 0.31 acc/mvm EXPECTED RATE: 0.75 acc/mvm48 X 147 X X 246 X X X X 4 85TH %: 43 M.P.H.45 X X X X X X 644 X X X X X X X X X X 10 * 50TH %: 38 M.P.H.43 X X X X X X X X X X X X X X 14 *42 X X X X X X X X X X X X X X X X X 17 * 15TH %: 34 M.P.H.41 X X X X X X X X X X X X X X X X X X 18 P40 X X X X X X X X X X X X X X X 15 A AVERAGE SPEED: 40 M.P.H.39 X X X X X X X X X X X X X X X X X X X X X X X X X 25 C38 X X X X X X X X X X X X X X X X X X X X X 21 E 10 MPH PACE: 35 - 44 M.P.H.37 X X X X X X X X X X X X 12 *36 X X X X X X X X X X X 11 * % IN PACE: 78%35 X X X X X X X X X X X X 12 *34 X X X X X X X X 8 % OVER PACE: 11%33 X X X X X X 632 X X X X X X X X 8 % UNDER PACE: 12%31 X 130 029 0 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 025 024 023 0 EXISTING SPEED LIMIT: 40 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/21/2022 8:30 AM - 9:00 AM
ROADWAY: LIMITS: Manhattan Beach Blvd Aviation Boulevard to Inglewood Avenue SURVEY LOCATION: 2427 Manhattan Beach Boulevard Principal ArterialCommercial, Residential2 - 3 lanes each direction, Raised landscaped median, Left-turn channelizationGoodClearMultiple Driveways, On-street Parking, Residential

27.ManAviIng.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 12Injury Collisions: 6Fatal Collisions: 0MANHATTAN BEACH BLVD from AVIATION BLVD to INGLEWOOD AV Page 1 of 38812367 2/8/2019 14:10 Friday Broadside Other Motor Vehicle
MANHATTAN BEACH BLVD ‐ GIBSON PL (N)
Auto R/W Violation
223' Direction: East
21802A Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 65
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2004 TOYOTA Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Deployed Not Stated
Male Age: 52
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2018 ASTON MARTIN Passenger Car, Station Wagon, Jeep Other Visible Injury 8821081 3/1/2019 02:50 Friday
Hit Object Fixed Object
MANHATTAN BEACH BLVD ‐ JOHNSTON AV
Unsafe Lane Change
90' Direction: East
21658A Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 33
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver East 2017 INFINITI Passenger Car, Station Wagon, Jeep Other Visible Injury 8881330 6/17/2019 18:30 Monday
Rear‐End Parked Motor Vehicle
MANHATTAN BEACH BLVD ‐ GREEN LN
Unsafe Starting or Backing
90' Direction: East
22106 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 19
Assoc Factor: Not Stated
Backing
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver East 2005 TOYOTA Pickups & Panels No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2011 NISSAN Passenger Car, Station Wagon, Jeep No Injury 8907875 7/29/2019 17:01 Monday
Rear‐End Other Motor Vehicle
MANHATTAN BEACH BLVD ‐ INGLEWOOD AV
Following Too Closely
354' Direction: West
21703 Hit & Run: No Complaint of Pain # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 58
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2005 CHEVROLET Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 46
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2002 FORD Sport Utility Vehicle Complaint of Pain 8932798 8/26/2019 17:15 Monday
Not Stated Other Motor Vehicle
MANHATTAN BEACH BLVD ‐ BLOSSOM LN
Unsafe Speed
93' Direction: West
22350A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 29
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2000 HONDA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 59
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver East 2009 FORD Pickups & Panels Complaint of Pain 8948215 9/14/2019 20:47 Saturday
Sideswipe Parked Motor Vehicle
MANHATTAN BEACH BLVD ‐ RINDGE LN
Driving Under Influence
154' Direction: East
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 48
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver East 2009 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Midblock Collisions: 11
MANHATTAN BEACH BLVD from AVIATION BLVD to INGLEWOOD AV Page 2 of 3 Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not
Applicable
Part
y 2 Parked Vehicle East 2001 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Parked
Veh
Type: Passenger Car Sobriety: Not
Applicable
Part
y 3 Parked Vehicle East 2005 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury 9018459 1/5/2020 21:06 Sunday
Hit Object Fixed Object
MANHATTAN BEACH BLVD ‐ VAIL AV
Improper Turning
526' Direction: East
22107 Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male
Age: 58
Assoc Factor: Not Stated
Other Unsafe Turning
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver West 2017 VOLKSWAGEN Passenger Car, Station Wagon, Jeep No Injury 9019837 1/13/2020 09:30 Monday
Sideswipe Other Motor Vehicle
MANHATTAN BEACH BLVD ‐ INGLEWOOD AV
Unsafe Lane Change
60' Direction: West
21658A Hit
& Run: Misde Property Damage Only # Inj: 0# Killed: 0
Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta
Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Pickup Truck Sobriety: Impairment Not Kno
Part
y 1 Driver East 0 ‐ Pickups
& Panels No Injury
Air Bag Not Deployed Not Stated
Male
Age: 44
Assoc Factor: Not Stated
Stopped in Road
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver East 2017 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 9191271 11/24/2020 00:25 Tuesday
Not Stated Fixed Object
MANHATTAN BEACH BLVD ‐ DOW AV
Driving Under Influence
200' Direction: West
23152A Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male
Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HBD Under Influence
Part
y 1 Driver East 1998 FORD Passenger Car, Station Wagon, Jeep No Injury 9282637 6/21/2021 11:54 Monday
Broadside Other Motor Vehicle
MANHATTAN BEACH BLVD ‐ AVIATION BLVD
Auto R/W Violation
465' Direction: East
21801A Hit
& Run: No Complaint of Pain # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male
Age: 32
Assoc Factor: Not Stated
Making Left Turn
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 1 Driver East 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Deployed Not Stated
Female
Age: 21
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Passenger Car Sobriety: HNBD
Part
y 2 Driver West 2020 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9316432 8/2/2021 17:55 Monday
Sideswipe Other Motor Vehicle
MANHATTAN BEACH BLVD ‐ JOHNSTON AV
Unsafe Lane Change
230' Direction: East
21658A Hit
& Run: Felony Complaint of Pain # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Not Stated Not Stated
Male
Age:

Assoc Factor: Not Stated
Changing Lanes
Veh
Type: Passenger Car Sobriety: Impairment Not Kno
Part
y 1 Driver East 0 ‐ Sport Utility Vehicle No Injury
Not Required Not Stated
Male
Age: 67
Assoc Factor: Not Stated
Changing Lanes
Veh
Type: Motorcycle Sobriety: HNBD
Part
y 2 Not Stated East 2002 ‐ Motorcycle No Injury
9368044 11/17/2021 14:20 Wednesday
Head‐On Fixed Object
MANHATTAN BEACH BLVD ‐ INGLEWOOD AV
Auto R/W Violation
325' Direction: West
21804A Hit
& Run: No Property Damage Only # Inj: 0# Killed: 0
Daylight Not Stated Pty at Fault:1
Air Bag Not Deployed Not Stated
Male
Age: 83
Assoc Factor: Not Stated
Making Left Turn
Veh
Type: Truck Sobriety: HNBD
Part
y 1 Driver South 1995 FORD Two Axle Truck No Injury
Air Bag Not Deployed Not Stated
Male
Age: 35
Assoc Factor: Not Stated
Proceeding Straight
Veh
Type: Motorcycle Sobriety: HNBD
Part
y 2 Driver West 2006 ‐ All Terrain Vehicle No Injury
MANHATTAN BEACH BLVD from AVIATION BLVD to INGLEWOOD AV Page 3 of 3 Segment Length: 1.00 miles (5,270')Collisions per mile: 12.02Settings for Query:Segment: MANHATTAN BEACH BLVD between AVIATION BLVD and INGLEWOOD AVInclude Intersection Related at Limit 1 (AVIATION BLVD): FalseInclude Intersection Related at Limit 2 (INGLEWOOD AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND WESTBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 12,805 vehicles SEGMENT LENGTH: 0.67 miles53 052 X 151 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 2 midblock collisions50 049 0 ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X 247 X X X 346 X 1 85TH %: 39 M.P.H.45 X X X 344 X X X 3 50TH %: 34 M.P.H.43 X X X X 442 X X X X 4 15TH %: 31 M.P.H.41 X X X 340 X X X X X X X X X X 10 * AVERAGE SPEED: 36 M.P.H.39 X X X X X X X X X X X X X 13 *38 X X X X X X X X X X 10 * 10 MPH PACE: 31 - 40 M.P.H.37 X X X X X X X X X X X X X X X X 16 P36 X X X X X X X X X X X X X X 14 A % IN PACE: 80%35 X X X X X X X X X X X X X X X X X X X X X X X X X X X 28 C34 X X X X X X X X X X X X X X X X X 17 E % OVER PACE: 12%33 X X X X X X X X X X X X X X X X X X X X X X X X X X X 27 *32 X X X X X X X X X X X X X 13 * % UNDER PACE: 9%31 X X X X X X X X X X X 11 *30 X X X X X X X 729 X X 2 ROADWAY CHARACTERISTICS Multiple Driveways, On-street Parking, Residential28 X X X 3 NOT APPARENT TO DRIVERS: Assembly Bill # 43 (Per City records, no changes in roadway configuration since last 27 X X 2 Speed Survey)26 X 125 X 124 X 123 0 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/26/2022 9:30 AM - 10:22 AM
ROADWAY: LIMITS: Palos Verdes Boulevard Pacific Coast Highway to East City Limit SURVEY LOCATION: 1067 Palos Verdes Boulevard Minor ArterialCommercial, Residential2 lanes each direction, Raised landscaped median, Left-turn channelizationGoodCloudy 1/1/2019 - 12/31/2021

28.PalPCHECL.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 2Injury Collisions: 0Fatal Collisions: 0PALOS VERDES BLVD from PACIFIC COAST HWY to SUSANA AV Page 1 of 18838802 3/31/2019 09:26 Sunday Rear‐End Parked Motor Vehicle
PALOS VERDES BLVD ‐ PROSPECT AV
Improper Turning
342' Direction: East
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 33
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2018 JEEP Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle West 2018 HYUNDAI Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 3 Parked Vehicle Not St 2019 SUBARU Passenger Car, Station Wagon, Jeep No Injury 9200506 12/21/2020 19:10 Monday
Sideswipe Other Motor Vehicle
PALOS VERDES BLVD ‐ AVENUE F
Driving Under Influence
73' Direction: East
23152A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Not Stated Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 44
Assoc Factor: Not Stated
Passing Other Vehicle
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver West 2016 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Female Age: 41
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver West 2016 ‐ Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.67 miles (3,543')Collisions per mile: 2.98Settings for Query:Segment: PALOS VERDES BLVD between PACIFIC COAST HWY and SUSANA AVInclude Intersection Related at Limit 1 (PACIFIC COAST HWY): FalseInclude Intersection Related at Limit 2 (SUSANA AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
2 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 1,717 vehicles SEGMENT LENGTH: 0.13 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 0 midblock collisions50 049 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 28 M.P.H.45 044 0 50TH %: 24 M.P.H.43 042 0 15TH %: 20 M.P.H.41 040 0 AVERAGE SPEED: 25 M.P.H.39 038 0 10 MPH PACE: 20 - 29 M.P.H.37 X 136 0 % IN PACE: 85%35 X 134 0 % OVER PACE: 7%33 X X 232 X 1 % UNDER PACE: 8%31 030 X 129 X X X X X X X 7 * ROADWAY CHARACTERISTICS 28 X X X X 4 * NOT APPARENT TO DRIVERS: 27 X X X X X X 6 *26 X X X X X X X X X 9 P25 X X X X X X X X X X X 11 A24 X X X X X X X X X X X X 12 C23 X X X X X X X 7 E EXISTING SPEED LIMIT: N/A M.P.H. SPEED LIMIT CHANGE (Y/N):22 X X X X X X X X 8 *21 X X X X X 5 * ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X X X X 4 *19 X X X X 4 SHARED JURISDICTION SPEED: M.P.H.18 X 117 016 X X 2 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 86 REVIEWED BY: Ignacio Sanchez H.

Y
25 7/20/2022 1:58 PM - 2:59 PM
ROADWAY: LIMITS: Phelan Lane Fisk Lane/Lilienthal Lane to 190th Street SURVEY LOCATION: 611 Phelan Lane Minor ArterialResidential1 lane each direction, Non-striped centerlineGoodClearNew speed survey segmentMultiple Driveways, On-street Parking, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344

29.PheLil190.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 0Injury Collisions: 0Fatal Collisions: 0PHELAN LN from 190TH ST to FISK LN Page 1 of 1Segment Length: 0.13 miles (681')Collisions per mile: 0.00Settings for Query:Segment: PHELAN LN between 190TH ST and FISK LNInclude Intersection Related at Limit 1 (190TH ST): FalseInclude Intersection Related at Limit 2 (FISK LN): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions: None

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 10,112 vehicles SEGMENT LENGTH: 0.47 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 049 0 ACCIDENT RATE: 0.19 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 047 046 0 85TH %: 34 M.P.H.45 044 0 50TH %: 31 M.P.H.43 042 0 15TH %: 27 M.P.H.41 040 0 AVERAGE SPEED: 32 M.P.H.39 038 X X X 3 10 MPH PACE: 28 - 37 M.P.H.37 X X X X X X 6 *36 X X X 3 * % IN PACE: 87%35 X X X X X X X X X X 10 *34 X X X X X X X X X X X 11 P % OVER PACE: 3%33 X X X X X X X X X X 10 A32 X X X X X X X X X X X X 12 C % UNDER PACE: 10%31 X X X X X X X X X 9 E30 X X X X X X X X X X 10 *29 X X X X X X X 7 * ROADWAY CHARACTERISTICS 28 X X X X X X X X X 9 * NOT APPARENT TO DRIVERS: 27 X X X X 426 X X X 325 X X 224 023 0 EXISTING SPEED LIMIT: 30 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X 121 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

N
7/20/2022 11:18 AM - 11:42 AM
ROADWAY: LIMITS: Prospect Avenue Pacific Coast Highway to Palos Verdes Blvd SURVEY LOCATION: 1305 Prospect Avenue Minor ArterialCommercial, Residential, Elementary School, Church2 lanes each direction, Striped centerlineGoodCloudyHigh Pedestrian Activity, Multiple Driveways, On-street Parking, School Zone, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344

30.ProPCHPal.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 1Injury Collisions: 1Fatal Collisions: 0PROSPECT AV from PACIFIC COAST HWY to PALOS VERDES BLVD Page 1 of 18906654 7/20/2019 13:53 Saturday Hit Object Fixed Object
PROSPECT AV ‐ IRENA AV
Improper Turning
110' Direction: South
22107 Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 74
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver North 2017 BMW Passenger Car, Station Wagon, Jeep Severe Injury Segment Length: 0.47 miles (2,505')Collisions per mile: 2.11Settings for Query:Segment: PROSPECT AV between PACIFIC COAST HWY and PALOS VERDES BLVDInclude Intersection Related at Limit 1 (PACIFIC COAST HWY): FalseInclude Intersection Related at Limit 2 (PALOS VERDES BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 10,804 vehicles SEGMENT LENGTH: 0.50 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 1 midblock collisions50 X 149 X 1 ACCIDENT RATE: 0.17 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X 147 X X 246 X X X 3 85TH %: 42 M.P.H.45 044 X X X X 4 50TH %: 36 M.P.H.43 X X X 342 X X X X 4 * 15TH %: 32 M.P.H.41 X X X X X X X X X X 10 *40 X X X X X X 6 * AVERAGE SPEED: 37 M.P.H.39 X X X X X X 6 P38 X X X X 4 A 10 MPH PACE: 33 - 42 M.P.H.37 X X X X X X X X 8 C36 X X X X X X 6 E % IN PACE: 72%35 X X X X X X X X 8 *34 X X X X X X X X X X 10 * % OVER PACE: 15%33 X X X X X X X X X X 10 *32 X X X X 4 % UNDER PACE: 13%31 X X X X 430 X X 229 X X 2 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 X 125 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodCloudy
High Pedestrian Activity, Multiple Driveways, On-street Parking, School Zone, Residential 1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 11:44 AM - 12:05 PM
ROADWAY: LIMITS: Prospect Avenue Palos Verdes Boulevard to Camino Real SURVEY LOCATION: 1102 S. Prospect Avenue Minor ArterialResidential, School2 lanes each direction, Two-way left-turn lane/Striped centerline

31.ProPalCam.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 3Injury Collisions: 0Fatal Collisions: 0PROSPECT AV from PALOS VERDES BLVD to CAMINO REAL Page 1 of 19068644 4/28/2020 Tuesday Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ PALOS VERDES BLVD
Improper Turning
60' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2013 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury 9126609 7/9/2020 22:56 Thursday
Rear‐End Parked Motor Vehicle
PROSPECT AV ‐ PALOS VERDES BLVD
Driving Under Influence
97' Direction: North
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 27
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2011 ‐ Passenger Car, Station Wagon, Jeep No Injury 9229891 2/9/2021 17:45 Tuesday
Hit Object Fixed Object
PROSPECT AV ‐ CAMINO REAL
Unsafe Speed
182' Direction: South
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 22
Assoc Factor: Violation
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 1998 FORD Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.50 miles (2,618')Collisions per mile: 6.05Settings for Query:Segment: PROSPECT AV between PALOS VERDES BLVD and CAMINO REALInclude Intersection Related at Limit 1 (PALOS VERDES BLVD): FalseInclude Intersection Related at Limit 2 (CAMINO REAL): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
1 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 15,866 vehicles SEGMENT LENGTH: 0.61 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 7 midblock collisions50 X X X 349 X X X 3 ACCIDENT RATE: 0.66 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X X X 447 X X 246 X X X 3 85TH %: 45 M.P.H.45 X X X 344 X X X X X X X X 8 * 50TH %: 40 M.P.H.43 X X X X X 5 *42 X X X X X X X X X X X 11 * 15TH %: 36 M.P.H.41 X X X X X X X X X 9 P40 X X X X X X X X X X X 11 A AVERAGE SPEED: 41 M.P.H.39 X X X X X X X X X 9 C38 X X X X X X X X 8 E 10 MPH PACE: 35 - 44 M.P.H.37 X X X X X X X 7 *36 X X X X 4 * % IN PACE: 76%35 X X X X 4 *34 X X X X 4 % OVER PACE: 18%33 032 X 1 % UNDER PACE: 6%31 X 130 029 0 ROADWAY CHARACTERISTICS High Pedestrian Activity, Multiple Driveways, On-street Parking, School, Residential,28 0 NOT APPARENT TO DRIVERS: Assembly Bill # 43 (Per City records, no changes in roadway configuration since last 27 0 Speed Survey)26 025 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

Cloudy
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 12:08 PM - 12:25 PM
ROADWAY: LIMITS: Prospect Avenue Camino Real to Torrance Boulevard SURVEY LOCATION: 615 S. Prospect Avenue Minor ArterialCommercial, Residential2 lanes each direction, Striped centerline, Left-turn channelizationGood

32.ProCamTor.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 9Injury Collisions: 5Fatal Collisions: 0PROSPECT AV from CAMINO REAL to TORRANCE BLVD Page 1 of 28782788 1/6/2019 07:19 Sunday Broadside Other Motor Vehicle
PROSPECT AV ‐ OPAL ST
Improper Turning
160' Direction: South
22107 Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 42
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2013 TOYOTA Passenger Car, Station Wagon, Jeep Complaint of Pain Air Bag Deployed Not Stated
Female Age: 57
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 1996 TOYOTA Passenger Car, Station Wagon, Jeep Other Visible Injury 8792302 1/20/2019 Sunday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ PEARL ST
Improper Turning
100' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: HBD Impairment Un
Party 1 Driver South 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2017 HYUNDAI Passenger Car, Station Wagon, Jeep No Injury 8792481 1/24/2019 13:14 Thursday
Broadside Other Motor Vehicle
PROSPECT AV ‐ BARBARA ST
Unsafe Speed
81' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 61
Assoc Factor: Not Stated
Slowing/Stopping
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2000 CHEVROLET Sport Utility Vehicle No Injury Air Bag Deployed Not Stated
Female Age: 42
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2010 CHRYSLER Mini Van Complaint of Pain 8923037 8/7/2019 12:19 Wednesday
Broadside Other Motor Vehicle
PROSPECT AV ‐ PEARL ST
Improper Turning
264' Direction: North
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 67
Assoc Factor: Not Stated
Making U Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2014MAZDA Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Female Age: 28
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2007 LINCOLN Passenger Car, Station Wagon, Jeep Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 1997 CHRYSLER Passenger Car, Station Wagon, Jeep No Injury 8970536 10/22/2019 15:15 Tuesday
Rear‐End Other Motor Vehicle
PROSPECT AV ‐ BARBARA ST
Unsafe Speed
226' Direction: North
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 44
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver North 2015 FORD Pickups & Panels No Injury Air Bag Not Deployed Not Stated
Female Age: 43
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2014 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 37
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver North 1998 TOYOTA Sport Utility Vehicle No Injury Midblock Collisions:
7 PROSPECT AV from CAMINO REAL to TORRANCE BLVD Page 2 of 2 9241776 3/21/2021 01:04 Sunday
Rear‐End Parked Motor Vehicle
PROSPECT AV ‐ TORRANCE BLVD
Driving Under Influence
308' Direction: South
23152A Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Not Stated Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 35
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2017 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2000 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 2009 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle North 2000 ‐ Passenger Car, Station Wagon, Jeep No Injury 9263899 4/27/2021 17:09 Tuesday
Broadside Other Motor Vehicle
PROSPECT AV ‐ OPAL ST
Improper Turning
175' Direction: South
22107 Hit & Run: No Other Visible Injury # Inj: 2# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 25
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2016 ‐ Passenger Car, Station Wagon, Jeep Other Visible Injury Not Stated Not Stated
Male Age: 64
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2013 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain 9286619 7/8/2021 08:36 Thursday
Broadside Other Motor Vehicle
PROSPECT AV ‐ TORRANCE BLVD
Auto R/W Violation
125' Direction: South
21804A Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 19
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2009 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Female Age: 62
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2019 FORD Sport Utility Vehicle Complaint of Pain 9315531 7/27/2021 14:35 Tuesday
Hit Object Other Object
PROSPECT AV ‐ BARBARA ST
Improper Turning
290' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 24
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Truck Sobriety: HNBD
Party 1 Driver South 2020 HINO Two Axle Truck No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle South 2018 ‐ Sport Utility Vehicle No Injury Segment Length: 0.61 miles (3,247')Collisions per mile: 14.64Settings for Query:Segment: PROSPECT AV between CAMINO REAL and TORRANCE BLVDInclude Intersection Related at Limit 1 (CAMINO REAL): FalseInclude Intersection Related at Limit 2 (TORRANCE BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time Midblock Collisions:
7 SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 19,723 vehicles SEGMENT LENGTH: 0.67 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 10 midblock collisions50 049 0 ACCIDENT RATE: 0.69 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X X X 347 046 X X X 3 85TH %: 42 M.P.H.45 044 X X X 3 50TH %: 37 M.P.H.43 X X X X X X X X X 942 X X 2 15TH %: 32 M.P.H.41 X X X X X X X X 8 *40 X X X X X X X X 8 * AVERAGE SPEED: 38 M.P.H.39 X X X X X X X X X X 10 *38 X X X X X X 6 P 10 MPH PACE: 32 - 41 M.P.H.37 X X X X X X X X X 9 A36 X X X X X X X X X X 10 C % IN PACE: 75%35 X X X X X X X X 8 E34 X X X X 4 * % OVER PACE: 20%33 X X X X X X 6 *32 X X X X X X 6 * % UNDER PACE: 5%31 030 X X X X 429 X 1 ROADWAY CHARACTERISTICS 28 0 NOT APPARENT TO DRIVERS: 27 026 025 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodClearHigh Pedestrian Activity, Multiple Driveways, On-street Parking, School Zone, Residential
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 12:35 PM - 12:52 PM
ROADWAY: LIMITS: Prospect Avenue Torrance Boulevard to Del Amo Street SURVEY LOCATION: 251 N. Prospect Avenue Minor ArterialResidential, School2 lanes each direction, Two-way left-turn lane, Left-turn channelization

33.ProTorDel.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 13Injury Collisions: 2Fatal Collisions: 0PROSPECT AV from TORRANCE BLVD to DEL AMO BLVD Page 1 of 38859288 5/13/2019 15:11 Monday Rear‐End Other Motor Vehicle
PROSPECT AV ‐ EMERALD ST
Unsafe Speed
313' Direction: North
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 22
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2015 HONDA Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 60
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2014 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8877277 5/31/2019 11:53 Friday
Broadside Other Motor Vehicle
PROSPECT AV ‐ DEL AMO ST
Improper Turning
134' Direction: South
22103 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 56
Assoc Factor: Not Stated
Making U Turn
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver South 2016 CHEVROLET Pickups & Panels No Injury Air Bag Not Deployed Not Stated
Female Age: 38
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2008 HONDA Passenger Car, Station Wagon, Jeep No Injury 8905421 8/17/2019 06:27 Saturday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ LOMA ST
Unsafe Lane Change
149' Direction: North
21658A Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 51
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2018 HONDA Sport Utility Vehicle Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle North 2008 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 3 Parked Vehicle North 2008 FORD Sport Utility Vehicle No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle North 1998 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8942099 9/20/2019 20:16 Friday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ DEL AMO ST
Improper Turning
293' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Not Stated
Female Age: 16
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2014MERCEDES‐BENZ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2017 HYUNDAI Passenger Car, Station Wagon, Jeep No Injury 8952887 9/29/2019 23:47 Sunday
Head‐On Parked Motor Vehicle
PROSPECT AV ‐ TORRANCE BLVD
Driving Under Influence
529' Direction: North
23152F Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 35
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Not Stated
Party 1 Driver North 2016 GMC No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Not Stated Sobriety: Not Applicable
Party 2 Parked Vehicle North 2013 TOYOTA No Injury
Midblock Collisions: 10
PROSPECT AV from TORRANCE BLVD to DEL AMO BLVD Page 2 of 3 Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Not Stated Sobriety: Not Applicable
Party 3 Parked Vehicle North 2017MERCEDES‐BENZ No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Not Stated Sobriety: Not Applicable
Party 4 Parked Vehicle North 2017MERCEDES‐BENZ No Injury 9004579 12/16/2019 18:10 Monday
Broadside Other Motor Vehicle
PROSPECT AV ‐ TORRANCE BLVD
Unsafe Lane Change
178' Direction: North
21658A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 55
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2018 AUDI Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 2 Driver South 0 ‐ Pickups & Panels No Injury
9162473 6/22/2020 01:06 Monday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ TORRANCE BLVD
Improper Turning
375' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 2006 ‐ Mini Van No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 2008 ‐ Passenger Car, Station Wagon, Jeep No Injury 9137067 8/5/2020 17:29 Wednesday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ LOMA ST
Improper Turning
75' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 47
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2018 ‐ Passenger Car, Station Wagon, Jeep No Injury 9150788 8/28/2020 11:39 Friday
Rear‐End non‐collision
PROSPECT AV ‐ TORRANCE BLVD
Unsafe Speed
125' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 39
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 1991 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 61
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver North 2003 FORD Pickups & Panels Complaint of Pain 9150315 9/2/2020 15:11 Wednesday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ SPENCER ST (N)
Improper Turning
52' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 68
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Truck Sobriety: Not Applicable
Party 2 Parked Vehicle North 2018 FORD Two Axle Truck No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle North 1997 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle North 2011 ‐ Passenger Car, Station Wagon, Jeep No Injury 9189604 11/23/2020 12:34 Monday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ GARNET ST
Improper Turning
200' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
PROSPECT AV from TORRANCE BLVD to DEL AMO BLVD Page 3 of 3 Air Bag Not Deployed Not Stated
Male Age: 22
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver North 2013 FORD Pickups & Panels No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Pickup Truck Sobriety: Not Applicable
Party 2 Parked Vehicle North 2019 FORD Pickups & Panels No Injury 9270938 5/12/2021 10:27 Wednesday
Sideswipe Parked Motor Vehicle
PROSPECT AV ‐ SPENCER ST (N)
Improper Turning
140' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Cloudy Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver North 2019 FORD Pickups & Panels No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Not Stated Sobriety: Not Applicable
Party 2 Parked Vehicle North 2005 ‐ No Injury
9314900 7/24/2021 15:40 Saturday
Hit Object Fixed Object
PROSPECT AV ‐ VINCENT ST
Improper Turning
260' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 83
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2001 ‐ Sport Utility Vehicle No Injury Segment Length: 0.67 miles (3,546')Collisions per mile: 19.36Settings for Query:Segment: PROSPECT AV between TORRANCE BLVD and DEL AMO BLVDInclude Intersection Related at Limit 1 (TORRANCE BLVD): FalseInclude Intersection Related at Limit 2 (DEL AMO BLVD): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 18,751 vehicles SEGMENT LENGTH: 0.70 miles53 052 051 X X 2 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 4 midblock collisions50 X X 249 X 1 ACCIDENT RATE: 0.28 acc/mvm EXPECTED RATE: 0.64 acc/mvm48 X 147 X 146 X X X 3 85TH %: 42 M.P.H.45 X X X X X 544 X X X X X X X X X 9 50TH %: 37 M.P.H.43 X X X X X X X X X X X X 12 *42 X X X X X X X X X X X X X 13 * 15TH %: 34 M.P.H.41 X X X X X X X X X X X X X X X 15 *40 X X X X X X X X X X X X X X X X X 17 P AVERAGE SPEED: 39 M.P.H.39 X X X X X X X X X X X X X X X 15 A38 X X X X X X X X X X X X X X X X 16 C 10 MPH PACE: 34 - 43 M.P.H.37 X X X X X X X X X X X X X X X X X X X X X X X X X 25 E36 X X X X X X X X X X X X X X X X X X X X X 21 * % IN PACE: 79%35 X X X X X X X X X X 10 *34 X X X X X X X X X X X X X X 14 * % OVER PACE: 12%33 X X X X X 532 X X X X X 5 % UNDER PACE: 9%31 X X X 330 029 X X 2 ROADWAY CHARACTERISTICS 28 X X 2 NOT APPARENT TO DRIVERS: 27 X 126 025 024 023 0 EXISTING SPEED LIMIT: 35 M.P.H. SPEED LIMIT CHANGE (Y/N):22 021 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 019 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 200 REVIEWED BY: Ignacio Sanchez H.

GoodCloudy
Multiple Driveways, On-street Parking, Residential
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/20/2022 12:59 PM - 1:45 PM
ROADWAY: LIMITS: Prospect Avenue Del Amo Street to Anita Street/190th Street SURVEY LOCATION: 453 N. Prospect Avenue Minor ArterialCommercial, Residential2 lanes each direction, Two-way left-turn lane, Left-turn channelization

34.ProDelAni.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 5Injury Collisions: 2Fatal Collisions: 0PROSPECT AV from DEL AMO BLVD to ANITA ST Page 1 of 28798862 1/30/2019 13:44 Wednesday Rear‐End Parked Motor Vehicle
PROSPECT AV ‐ DEL AMO BLVD
Improper Turning
592' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Female Age: 47
Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2007 HONDA Mini Van No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2001 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8957681 4/14/2019 01:53 Sunday
Rear‐End Parked Motor Vehicle
PROSPECT AV ‐ BERYL ST
Improper Turning
325' Direction: North
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 52
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver South 2007 SATURN Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2017 LEXUS Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2015 HYUNDAI Passenger Car, Station Wagon, Jeep No Injury 8922966 8/12/2019 09:15 Monday
Head‐On Bicycle
PROSPECT AV ‐ DIAMOND ST
Wrong Side of Road
66' Direction: North
21650 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 15
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 1 Bicyclist South 0 ‐ Bicycle Complaint of Pain
Air Bag Not Deployed Not Stated
Male Age: 67
Assoc Factor: Not Stated
Making Right Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 2 Driver East 2017 HYUNDAI Passenger Car, Station Wagon, Jeep No Injury 9000109 12/4/2019 08:34 Wednesday
Rear‐End Other Motor Vehicle
PROSPECT AV ‐ BERYL ST
Unsafe Speed
297' Direction: South
22350 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Raining Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 36
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Not Stated Sobriety: HNBD
Party 1 Driver North 2020 JEEP No Injury
Air Bag Not Deployed Not Stated
Male Age: 49
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Not Stated Sobriety: HNBD
Party 2 Driver North 2005 FORD Complaint of Pain
9095560 4/4/2020 14:14 Saturday
Sideswipe Other Motor Vehicle
PROSPECT AV ‐ BERYL ST
Improper Turning
260' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 66
Assoc Factor: Not Stated
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2003 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Male Age: 63
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2008 ‐ Sport Utility Vehicle No Injury Midblock Collisions:
4 PROSPECT AV from DEL AMO BLVD to ANITA ST Page 2 of 2 Segment Length: 0.70 miles (3,691')Collisions per mile: 7.15Settings for Query:Segment: PROSPECT AV between DEL AMO BLVD and ANITA STInclude Intersection Related at Limit 1 (DEL AMO BLVD): FalseInclude Intersection Related at Limit 2 (ANITA ST): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION: Local Collector63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 5,610 vehicles SEGMENT LENGTH: 0.89 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 4 midblock collisions50 049 0 ACCIDENT RATE: 0.73 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 31 M.P.H.45 044 0 50TH %: 26 M.P.H.43 042 0 15TH %: 23 M.P.H.41 X 140 X 1 AVERAGE SPEED: 28 M.P.H.39 038 X 1 10 MPH PACE: 24 - 33 M.P.H.37 036 X 1 % IN PACE: 84%35 X 134 X X X X 4 % OVER PACE: 9%33 X X 2 *32 X X X X X X 6 * % UNDER PACE: 7%31 X X X X X 5 *30 X X X X 4 P29 X X X X X X X X X X X 11 A ROADWAY CHARACTERISTICS 28 X X X X X X X 7 C NOT APPARENT TO DRIVERS: 27 X X X X X X X X X X X X X X X X X 17 E26 X X X X X X X X 8 *25 X X X X X X X X X X X X X X 14 *24 X X X X X X X X X X 10 *23 X X 2 EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X 121 X X X 3 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X 119 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.
1/1/2019 - 12/31/2021
Bike lane, High Pedestrian Activity, Multiple Driveways, On-street Parking, Residential, Park

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/26/2022 10:32 AM - 10:56 AM
ROADWAY: LIMITS: Esplanade Paseo de la Playa to Knob Hill Avenue SURVEY LOCATION: 1728 Esplanade Residential, Park, Beach1 lane each direction, Two-way left-turn lane, Left-turn channelization, Striped bike laneGoodCloudy

35.EspPasKno.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 4Injury Collisions: 1Fatal Collisions: 0ESPLANADE from CALLE MIRAMAR to KNOB HILL AV Page 1 of 28787013 1/21/2019 Monday Sideswipe Parked Motor Vehicle
ESPLANADE ‐ AVENUE I
Improper Turning
245' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2000 BUICK Passenger Car, Station Wagon, Jeep No Injury 9068368 4/20/2020 07:38 Monday
Sideswipe Parked Motor Vehicle
ESPLANADE ‐ KNOB HILL AV
Other
86' Direction: South
Hit & Run: No Property Damage Only # Inj: 0# Killed: 0
Daylight Cloudy Pty at Fault:

Air Bag Not Deployed Not Stated
Male Age: 56
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Truck Sobriety: HNBD
Party 1 Driver South 2006 ‐ Two Axle Truck No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2013 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Parked Vehicle South 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury 9347201 9/22/2021 18:36 Wednesday
Other Parked Motor Vehicle
ESPLANADE ‐ AVENUE F
Unsafe Starting or Backing
65' Direction: North
22106 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parking Maneuver
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver North 0 ‐ Unknown Hit and Run Vehicle Involvem No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2021 ‐ Passenger Car, Station Wagon, Jeep No Injury 9383284 11/27/2021 16:09 Saturday
Sideswipe Parked Motor Vehicle
ESPLANADE ‐ AVENUE F
Improper Turning
146' Direction: South
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 64
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2006 ‐ Sport Utility Vehicle Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle North 2005 ‐ Sport Utility Vehicle No Injury Midblock Collisions:
4 ESPLANADE from CALLE MIRAMAR to KNOB HILL AV Page 2 of 2 Segment Length: 0.89 miles (4,697')Collisions per mile: 4.50Settings for Query:Segment: ESPLANADE between CALLE MIRAMAR and KNOB HILL AVInclude Intersection Related at Limit 1 (CALLE MIRAMAR): FalseInclude Intersection Related at Limit 2 (KNOB HILL AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

SPEED VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND SOUTHBOUND VEHICLES DATE: TIME :
65 064 0 STREET CLASSIFICATION:63 062 0 ROADWAY DESCRIPTION:61 060 0 ADJACENT LAND USE:59 058 0 ROADWAY CONDITIONS:57 056 0 WEATHER:55 054 0 AVERAGE DAILY TRAFFIC: 4,891 vehicles SEGMENT LENGTH: 0.57 miles53 052 051 0 ACCIDENT HISTORY DATES: # OF ACCIDENTS: 12 midblock collisions50 049 0 ACCIDENT RATE: 3.93 acc/mvm EXPECTED RATE: 1.07 acc/mvm48 047 046 0 85TH %: 31 M.P.H.45 044 0 50TH %: 27 M.P.H.43 042 0 15TH %: 24 M.P.H.41 040 0 AVERAGE SPEED: 28 M.P.H.39 038 0 10 MPH PACE: 24 - 33 M.P.H.37 X 136 X X X 3 % IN PACE: 86%35 X 134 X X X 3 % OVER PACE: 8%33 X X X X X 5 *32 X X X X X 5 * % UNDER PACE: 6%31 X X X X X X X X X X 10 *30 X X X X X X X X 8 P29 X X X X X X X X X X 10 A ROADWAY CHARACTERISTICS 28 X X X X X X X X X X X 11 C NOT APPARENT TO DRIVERS: 27 X X X X X X X X X X X X 12 E26 X X X X X X X X 8 *25 X X X X X X X X X X X 11 *24 X X X X X X 6 *23 X X X 3 EXISTING SPEED LIMIT: 25 M.P.H. SPEED LIMIT CHANGE (Y/N):22 X 121 0 ROADWAY SHARED WITH: PROPOSED SPEED LIMIT: M.P.H.20 X X 219 0 SHARED JURISDICTION SPEED: M.P.H.18 017 016 0 OBSERVED BY: Thomas Hartman15 0 GRAND TOTALS 100 REVIEWED BY: Ignacio Sanchez H.

GoodClearBike lane, Bike Route, High Accident Rate, High Pedestrian Activity, Multiple Driveways, On-street Parking, Residential
1/1/2019 - 12/31/2021

CITY OF REDONDO BEACH ENGINEERING AND TRAFFIC SURVEY
Traffic No. 2344
N
7/26/2022 11:01 AM - 11:28 AM
ROADWAY: LIMITS: Esplanade Knob Hill Avenue to Catalina Avenue SURVEY LOCATION: 705 Esplanade Local CollectorResidential1 lane each direction, Two-way left-turn lane, Left-turn channelization, Striped bike lane

36.EspKnoCat.xlsx
Collision Summary Report
City of Redondo Beach
Traffic Engineering Department
7/26/22
From 1/1/2019 to 12/31/2021Total Collisions: 13Injury Collisions: 7Fatal Collisions: 0ESPLANADE from KNOB HILL AV to CATALINA AV Page 1 of 38864008 5/21/2019 17:10 Tuesday Broadside Other Object
ESPLANADE ‐ TOPAZ ST
Other
276' Direction: South
Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0
Daylight Clear Pty at Fault:1
Not Stated Not Stated
Male Age: 35
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Motorcycle Sobriety: HNBD
Party 1 Driver South 2017 ‐ Motor Driven Cycle/Scooter Other Visible Injury 9083838 3/21/2020 20:45 Saturday
Sideswipe Parked Motor Vehicle
ESPLANADE ‐ RUBY ST
Unsafe Speed
109' Direction: South
22350 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: HBD Impairment Un
Party 1 Driver Not St 0 ‐ No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle Not St 2013 ‐ Passenger Car, Station Wagon, Jeep No Injury 9063626 4/15/2020 14:20 Wednesday
Sideswipe Other Motor Vehicle
ESPLANADE ‐ TOPAZ ST
Improper Turning
113' Direction: North
22107 Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 90
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2014 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2004 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 47
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 3 Driver South 2004 ‐ Pickups & Panels No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 4 Parked Vehicle South 2001 ‐ Passenger Car, Station Wagon, Jeep No Injury 9161094 9/19/2020 22:17 Saturday
Head‐On Parked Motor Vehicle
ESPLANADE ‐ RUBY ST
Driving Under Influence
68' Direction: North
23152A Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 56
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2012 FORD Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2012 ‐ Passenger Car, Station Wagon, Jeep No Injury 9176805 10/15/2020 10:45 Thursday
Sideswipe Other Motor Vehicle
ESPLANADE ‐ CATALINA AV
Unsafe Speed
56' Direction: West
22350 Hit & Run: No Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 90
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2010 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 33
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2017 ‐ Passenger Car, Station Wagon, Jeep No Injury Air Bag Not Deployed Not Stated
Male Age: 60
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver East 2018 ‐ Sport Utility Vehicle No Injury Midblock Collisions: 12
ESPLANADE from KNOB HILL AV to CATALINA AV Page 2 of 3
Air Bag Not Deployed Not Stated
Male Age: 83
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 4 Driver East 2016 ‐ Sport Utility Vehicle No Injury Air Bag Not Deployed Not Stated
Female Age: 81
Assoc Factor: Not Stated
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 5 Driver East 2018 ‐ Passenger Car, Station Wagon, Jeep No Injury 9191272 11/20/2020 20:48 Friday
Sideswipe Parked Motor Vehicle
ESPLANADE ‐ SAPPHIRE ST
Driving Under Influence
79' Direction: North
23152G Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Female Age: 25
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver North 2016 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle North 2014 FORD Passenger Car, Station Wagon, Jeep No Injury 9244893 1/11/2021 04:44 Monday
Overturned Parked Motor Vehicle
ESPLANADE ‐ TOPAZ ST
Driving Under Influence
65' Direction: North
23152F Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Deployed Not Stated
Male Age: 21
Assoc Factor: Violation
Other Unsafe Turning
Veh Type: Pickup Truck Sobriety: Not Stated
Party 1 Driver North 2020 ‐ Pickups and Panels Other Visible Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 2 Parked Vehicle East 2017 JEEP Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Not Stated
Veh Type: Passenger Car Sobriety: Not Stated
Party 3 Parked Vehicle East 1995 JEEP Passenger Car, Station Wagon, Jeep No Injury 9227058 2/24/2021 15:30 Wednesday
Sideswipe Bicycle
ESPLANADE ‐ TOPAZ ST
Other Hazardous Movement
142' Direction: North
22517 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Cloudy Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Parked Vehicle North 2019 ‐ Sport Utility Vehicle No Injury Not Stated Not Stated
Male Age: 46
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist North 0 ‐ Bicycle Other Visible Injury 9263893 4/23/2021 07:52 Friday
Broadside Bicycle
ESPLANADE ‐ SAPPHIRE ST
Auto R/W Violation
225' Direction: South
21804A Hit & Run: No Severe Injury # Inj: 1# Killed: 0
Daylight Cloudy Pty at Fault:1
Air Bag Not Deployed No Cell Phone/Unknown
Female Age: 35
Assoc Factor: Not Stated
Entering Traffic
Veh Type: Not Stated Sobriety: HNBD
Party 1 Driver East 2018 ‐ No Injury
Not Stated No Cell Phone/Unknown
Female Age: 53
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: HNBD
Party 2 Bicyclist South 0 ‐ Severe Injury
9284206 6/19/2021 11:05 Saturday
Sideswipe Parked Motor Vehicle
ESPLANADE ‐ TOPAZ ST
Other Hazardous Movement
135' Direction: South
22517 Hit & Run: No Other Visible Injury # Inj: 1# Killed: 0 Daylight Cloudy Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Parked Vehicle North 2015 ‐ Passenger Car, Station Wagon, Jeep No Injury Not Stated Not Stated
Male Age: 50
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist North 0 ‐ Bicycle Other Visible Injury 9282614 6/20/2021 Sunday
Sideswipe Parked Motor Vehicle
ESPLANADE ‐ SAPPHIRE ST
Improper Turning
97' Direction: South
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Other Unsafe Turning
Veh Type: Not Stated Sobriety: Impairment Not Kno
Party 1 Driver Not St 0 ‐ No Injury
Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2016 ‐ Passenger Car, Station Wagon, Jeep No Injury ESPLANADE from KNOB HILL AV to CATALINA AV Page 3 of 3
9282635 6/20/2021 03:03 Sunday
Rear‐End Parked Motor Vehicle
ESPLANADE ‐ SAPPHIRE ST
Driving Under Influence
241' Direction: South
23152F Hit & Run: No Complaint of Pain # Inj: 1# Killed: 0 Dark ‐ Street Ligh Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 21
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver South 2011 ‐ Passenger Car, Station Wagon, Jeep Complaint of Pain Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2013 JEEP Sport Utility Vehicle No Injury 9359129 10/26/2021 19:09 Tuesday
Sideswipe Fixed Object
ESPLANADE ‐ CATALINA AV
Improper Turning
151' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0# Killed: 0 Daylight Clear Pty at Fault:

Not Stated Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Not Stated Sobriety: HBD Impairment Un
Party 1 Driver Not St 0 ‐ No Injury
Segment Length: 0.57 miles (3,009')Collisions per mile: 22.81Settings for Query:Segment: ESPLANADE between KNOB HILL AV and CATALINA AVInclude Intersection Related at Limit 1 (KNOB HILL AV): FalseInclude Intersection Related at Limit 2 (CATALINA AV): FalseInclude Intersection Related at Intermediate Intersections: FalseSorted By: Date and Time

APPENDIX E
Field Survey Sheets

APPENDIX F
Average Daily Traffic Counts
Day: City: Redondo Beach
Date: Project #: CA22_020254_001

NB SB EB WB
00 2,949 4,120
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     1   4 5   57   51 108
0:15     5   3 8   70   58 128
0:30     4   1 5   59   68 127
0:45 1 11 5 13 6 24 57 243 72 249 129 492
1:00     1   1 2   71   67 138
1:15     1   4 5   40   59 99
1:30     0   2 2   54   78 132
1:45 2 4 1 8 3 12 55 220 59 263 114 483
2:00     1   1 2   50   60 110
2:15     0   0 0   45   61 106
2:30     1   2 3   48   83 131
2:45 0 2 0 3 0 5 87 230 67 271 154 501
3:00     2   3 5   88   81 169
3:15     0   1 1   76   90 166
3:30     1   0 1   77   72 149
3:45 1 4 2 6 3 10 56 297 92 335 148 632
4:00     1   2 3   44   82 126
4:15     4   5 9   55   69 124
4:30     2   3 5   53   99 152
4:45 4 11 5 15 9 26 53 205 99 349 152 554
5:00     2   3 5   53   85 138
5:15     7   9 16   38   76 114
5:30     6   12 18   50   74 124
5:45 6 21 14 38 20 59 49 190 77 312 126 502
6:00     10   18 28   51   65 116
6:15     19   22 41   54   65 119
6:30     12   28 40   43   69 112
6:45 22 63 36 104 58 167 57 205 80 279 137 484
7:00     16   42 58   46   68 114
7:15     14   57 71   47   69 116
7:30     28   75 103   41   48 89
7:45 36 94 111 285 147 379 50 184 50 235 100 419
8:00     54   90 144   31   56 87
8:15     47   83 130   35   43 78
8:30     29   74 103   25   40 65
8:45 36 166 61 308 97 474 31 122 33 172 64 294
9:00     54   69 123   26   29 55
9:15     49   66 115   27   26 53
9:30     53   56 109   17   25 42
9:45 42 198 52 243 94 441 14 84 29 109 43 193
10:00     39   63 102   9   14 23
10:15     45   50 95   10   17 27
10:30     30   53 83   9   14 23
10:45 49 163 55 221 104 384 2 30 5 50 7 80
11:00     56   59 115   4   9 13
11:15     39   66 105   4   3 7
11:30     42   54 96   2   4 6
11:45 52 189 53 232 105 421 3 13 4 20 7 33
TOTALS 926 1476 2402 2023 2644 4667
SPLIT % 38.6% 61.4% 34.0% 43.3% 56.7% 66.0%

NB SB EB WB
00 2,949 4,120
AM Peak Hour 11:45 7:30 7:30 14:45 16:30 14:45
AM Pk Volume 238 359 524 328 359 638
Pk Hr Factor 0.850 0.809 0.891 0.932 0.907 0.944
7 ‐ 9 Volume 00 260 593 853 00 395 661 1056
7 ‐ 9 Peak Hour 7:45 7:30 7:30 16:15 16:30 16:15
7 ‐ 9 Pk Volume 0  0  166  359  524  0  0  214  359  566 Pk Hr Factor 0.000 0.000 0.769 0.809 0.891 0.000 0.000 0.973 0.907 0.931 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
7,069

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
182nd St Bet. Inglewood Ave & Kingsdale Ave
21:30
21:45
22:00
Total
7,069
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_002

NB SB EB WB
00 5,356 3,655
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     8   9 17   95   68 163
0:15     6   8 14   72   46 118
0:30     7   5 12   71   51 122
0:45 5 26 12 34 17 60 105 343 55 220 160 563
1:00     3   8 11   89   56 145
1:15     3   5 8   81   59 140
1:30     4   1 5   55   57 112
1:45 0 10 4 18 4 28 92 317 63 235 155 552
2:00     3   3 6   65   60 125
2:15     0   1 1   76   66 142
2:30     1   3 4   112   64 176
2:45 3 7 1 8 4 15 89 342 49 239 138 581
3:00     3   2 5   87   57 144
3:15     4   2 6   84   53 137
3:30     3   3 6   91   61 152
3:45 3 13 1 8 4 21 109 371 60 231 169 602
4:00     4   4 8   87   85 172
4:15     5   5 10   93   69 162
4:30     9   7 16   96   74 170
4:45 7 25 5 21 12 46 110 386 61 289 171 675
5:00     6   7 13   106   76 182
5:15     11   6 17   106   73 179
5:30     29   6 35   112   63 175
5:45 25 71 9 28 34 99 120 444 72 284 192 728
6:00     16   17 33   120   66 186
6:15     33   15 48   102   73 175
6:30     32   28 60   127   75 202
6:45 45 126 29 89 74 215 85 434 74 288 159 722
7:00     42   30 72   79   62 141
7:15     65   27 92   77   93 170
7:30     77   41 118   70   64 134
7:45 82 266 45 143 127 409 75 301 59 278 134 579
8:00     98   43 141   65   55 120
8:15     110   45 155   47   57 104
8:30     107   41 148   31   54 85
8:45 95 410 43 172 138 582 35 178 40 206 75 384
9:00     99   58 157   34   27 61
9:15     96   50 146   31   34 65
9:30     81   47 128   35   40 75
9:45 95 371 36 191 131 562 21 121 36 137 57 258
10:00     88   47 135   21   29 50
10:15     88   38 126   12   23 35
10:30     69   44 113   15   15 30
10:45 79 324 49 178 128 502 16 64 19 86 35 150
11:00     86   51 137   15   10 25
11:15     80   52 132   9   12 21
11:30     97   54 151   4   19 23
11:45 98 361 60 217 158 578 17 45 14 55 31 100
TOTALS 2010 1107 3117 3346 2548 5894
SPLIT % 64.5% 35.5% 34.6% 56.8% 43.2% 65.4%

NB SB EB WB
00 5,356 3,655
AM Peak Hour 8:15 11:15 11:15 17:45 18:30 17:45
AM Pk Volume 411 234 604 469 304 755
Pk Hr Factor 0.934 0.860 0.926 0.923 0.817 0.934
7 ‐ 9 Volume 00 676 315 991 00 830 573 1403
7 ‐ 9 Peak Hour 8:00 7:30 8:00 17:00 16:00 17:00
7 ‐ 9 Pk Volume 0  0  410  174  582  0  0  444  289  728 Pk Hr Factor 0.000 0.000 0.932 0.967 0.939 0.000 0.000 0.925 0.850 0.948 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
9,011

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Herondo St Bet. Harbor Dr & Pacific Coast Hwy
21:30
21:45
22:00
Total
9,011
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_003

NB SB EB WB
00 9,016 8,813
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     27   8 35   142   160 302
0:15     16   15 31   131   154 285
0:30     18   16 34   148   150 298
0:45 16 77 6 45 22 122 140 561 123 587 263 1148
1:00     12   11 23   142   121 263
1:15     14   4 18   159   145 304
1:30     8   5 13   148   148 296
1:45 6 40 3 23 9 63 141 590 129 543 270 1133
2:00     6   3 9   155   140 295
2:15     8   5 13   151   147 298
2:30     6   7 13   144   135 279
2:45 6 26 6 21 12 47 155 605 117 539 272 1144
3:00     3   8 11   172   169 341
3:15     10   7 17   144   136 280
3:30     8   2 10   141   148 289
3:45 2 23 4 21 6 44 177 634 144 597 321 1231
4:00     2   4 6   170   132 302
4:15     4   13 17   162   140 302
4:30     9   15 24   178   148 326
4:45 9 24 9 41 18 65 160 670 171 591 331 1261
5:00     11   13 24   210   174 384
5:15     18   17 35   165   150 315
5:30     18   35 53   172   146 318
5:45 25 72 30 95 55 167 154 701 166 636 320 1337
6:00     44   27 71   127   148 275
6:15     47   54 101   164   171 335
6:30     67   80 147   159   160 319
6:45 51 209 93 254 144 463 138 588 142 621 280 1209
7:00     70   83 153   146   145 291
7:15     103   119 222   137   121 258
7:30     137   122 259   157   109 266
7:45 148 458 219 543 367 1001 125 565 118 493 243 1058
8:00     114   144 258   134   104 238
8:15     120   142 262   123   101 224
8:30     128   151 279   109   97 206
8:45 150 512 143 580 293 1092 95 461 70 372 165 833
9:00     111   167 278   96   89 185
9:15     124   158 282   106   69 175
9:30     118   149 267   75   43 118
9:45 140 493 176 650 316 1143 60 337 41 242 101 579
10:00     109   122 231   68   40 108
10:15     122   114 236   53   28 81
10:30     108   131 239   42   45 87
10:45 123 462 140 507 263 969 57 220 31 144 88 364
11:00     132   139 271   46   28 74
11:15     137   135 272   41   29 70
11:30     145   160 305   25   21 46
11:45 140 554 146 580 286 1134 22 134 10 88 32 222
TOTALS 2950 3360 6310 6066 5453 11519
SPLIT % 46.8% 53.2% 35.4% 52.7% 47.3% 64.6%

NB SB EB WB
00 9,016 8,813
AM Peak Hour 11:15 7:45 11:30 16:30 17:45 16:30
AM Pk Volume 564 656 1178 713 645 1356
Pk Hr Factor 0.972 0.749 0.966 0.849 0.943 0.883
7 ‐ 9 Volume 00 970 1123 2093 00 1371 1227 2598
7 ‐ 9 Peak Hour 7:30 7:45 7:45 16:30 16:30 16:30
7 ‐ 9 Pk Volume 0  0  519  656  1166  0  0  713  643  1356 Pk Hr Factor 0.000 0.000 0.877 0.749 0.794 0.000 0.000 0.849 0.924 0.883 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
17,829

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Torrance Blvd Bet. Pacific Coast Hwy & East City Limit
21:30
21:45
22:00
Total
17,829
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_004

NB SB EB WB
00 2,761 2,331
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     2   0 2   46   38 84
0:15     3   0 3   50   45 95
0:30     6   0 6   45   44 89
0:45 2 13 4 4 6 17 54 195 50 177 104 372
1:00     1   3 4   65   39 104
1:15     1   1 2   49   42 91
1:30     1   0 1   51   47 98
1:45 1 4 0 4 1 8 48 213 47 175 95 388
2:00     0   1 1   54   45 99
2:15     1   0 1   55   43 98
2:30     0   1 1   55   34 89
2:45 0 1 1 3 1 4 44 208 34 156 78 364
3:00     1   0 1   45   46 91
3:15     0   1 1   47   40 87
3:30     1   0 1   54   47 101
3:45 2 4 1 2 3 6 39 185 48 181 87 366
4:00     2   1 3   58   37 95
4:15     2   0 2   50   46 96
4:30     2   2 4   59   35 94
4:45 2 8 2 5 4 13 45 212 44 162 89 374
5:00     1   2 3   64   57 121
5:15     2   5 7   49   53 102
5:30     4   6 10   44   59 103
5:45 3 10 6 19 9 29 51 208 48 217 99 425
6:00     7   5 12   42   42 84
6:15     16   14 30   62   48 110
6:30     12   13 25   54   44 98
6:45 8 43 13 45 21 88 72 230 55 189 127 419
7:00     16   16 32   56   30 86
7:15     23   19 42   51   30 81
7:30     30   17 47   67   34 101
7:45 31 100 27 79 58 179 53 227 28 122 81 349
8:00     34   43 77   25   27 52
8:15     29   38 67   41   22 63
8:30     26   34 60   27   18 45
8:45 28 117 45 160 73 277 27 120 22 89 49 209
9:00     35   27 62   27   18 45
9:15     27   34 61   16   7 23
9:30     49   34 83   21   12 33
9:45 41 152 35 130 76 282 21 85 17 54 38 139
10:00     42   35 77   18   8 26
10:15     39   38 77   13   7 20
10:30     41   29 70   17   3 20
10:45 34 156 45 147 79 303 7 55 4 22 11 77
11:00     33   35 68   10   6 16
11:15     49   40 89   9   2 11
11:30     65   48 113   3   4 7
11:45 40 187 52 175 92 362 6 28 2 14 8 42
TOTALS 795 773 1568 1966 1558 3524
SPLIT % 50.7% 49.3% 30.8% 55.8% 44.2% 69.2%

NB SB EB WB
00 2,761 2,331
AM Peak Hour 11:30 11:30 11:30 18:45 17:00 17:00
AM Pk Volume 201 183 384 246 217 425
Pk Hr Factor 0.773 0.880 0.850 0.854 0.919 0.878
7 ‐ 9 Volume 00 217 239 456 00 420 379 799
7 ‐ 9 Peak Hour 7:30 8:00 8:00 16:15 17:00 17:00
7 ‐ 9 Pk Volume 0  0  124  160  277  0  0  218  217  425 Pk Hr Factor 0.000 0.000 0.912 0.889 0.899 0.000 0.000 0.852 0.919 0.878 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
5,092

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Beryl St Bet. Harbor Dr & Pacific Coast Hwy
21:30
21:45
22:00
Total
5,092
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_005

NB SB EB WB
00 3,264 3,670
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     2   2 4   66   80 146
0:15     1   2 3   50   72 122
0:30     0   2 2   69   56 125
0:45 1 4 1 7 2 11 38 223 61 269 99 492
1:00     0   1 1   67   75 142
1:15     1   1 2   44   55 99
1:30     1   1 2   79   62 141
1:45 0 2 2 5 2 7 92 282 59 251 151 533
2:00     0   2 2   50   57 107
2:15     1   0 1   45   88 133
2:30     1   2 3   118   103 221
2:45 0 2 3 7 3 9 87 300 89 337 176 637
3:00     3   0 3   70   59 129
3:15     2   1 3   64   66 130
3:30     3   2 5   69   60 129
3:45 3 11 6 9 9 20 48 251 70 255 118 506
4:00     5   4 9   64   77 141
4:15     4   4 8   76   69 145
4:30     6   4 10   53   79 132
4:45 4 19 10 22 14 41 48 241 57 282 105 523
5:00     8   12 20   56   70 126
5:15     11   13 24   69   59 128
5:30     24   15 39   59   55 114
5:45 17 60 23 63 40 123 46 230 52 236 98 466
6:00     44   57 101   53   49 102
6:15     33   49 82   41   49 90
6:30     39   43 82   50   57 107
6:45 56 172 64 213 120 385 50 194 49 204 99 398
7:00     92   112 204   21   36 57
7:15     120   154 274   34   34 68
7:30     68   83 151   36   23 59
7:45 37 317 73 422 110 739 20 111 29 122 49 233
8:00     39   58 97   23   21 44
8:15     39   40 79   23   24 47
8:30     42   46 88   14   21 35
8:45 36 156 40 184 76 340 9 69 15 81 24 150
9:00     37   52 89   14   12 26
9:15     53   46 99   10   14 24
9:30     41   36 77   12   17 29
9:45 33 164 52 186 85 350 11 47 5 48 16 95
10:00     47   46 93   6   5 11
10:15     43   43 86   3   3 6
10:30     58   49 107   2   2 4
10:45 41 189 57 195 98 384 6 17 8 18 14 35
11:00     53   56 109   4   4 8
11:15     48   51 99   1   2 3
11:30     53   66 119   2   1 3
11:45 41 195 72 245 113 440 1 8 2 9 3 17
TOTALS 1291 1558 2849 1973 2112 4085
SPLIT % 45.3% 54.7% 41.1% 48.3% 51.7% 58.9%

NB SB EB WB
00 3,264 3,670
AM Peak Hour 6:45 7:00 6:45 14:30 14:15 14:15
AM Pk Volume 336 422 749 339 339 659
Pk Hr Factor 0.700 0.685 0.683 0.718 0.823 0.745
7 ‐ 9 Volume 00 473 606 1079 00 471 518 989
7 ‐ 9 Peak Hour 7:00 7:00 7:00 16:00 16:00 16:00
7 ‐ 9 Pk Volume 0  0  317  422  739  0  0  241  282  523 Pk Hr Factor 0.000 0.000 0.660 0.685 0.674 0.000 0.000 0.793 0.892 0.902 VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Beryl St Bet. Pacific Coast Hwy & Flagler Ln
21:30
21:45
22:00
Total
6,934
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
6,934

DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Day: City: Redondo Beach
Date: Project #: CA22_020254_006

NB SB EB WB
00 1,297 1,015
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     1   1 2   21   11 32
0:15     0   1 1   18   11 29
0:30     0   1 1   25   16 41
0:45 1 2 0 3 1 5 23 87 13 51 36 138
1:00     4   2 6   20   9 29
1:15     1   0 1   13   17 30
1:30     0   1 1   20   13 33
1:45 1 6 0 3 1 9 15 68 12 51 27 119
2:00     1   0 1   18   14 32
2:15     0   0 0   15   9 24
2:30     0   2 2   36   14 50
2:45 0 1 0 2 0 3 30 99 16 53 46 152
3:00     3   0 3   33   53 86
3:15     1   1 2   29   17 46
3:30     0   0 0   31   26 57
3:45 1 5 0 1 1 6 38 131 21 117 59 248
4:00     0   1 1   23   15 38
4:15     0   0 0   27   14 41
4:30     0   1 1   27   25 52
4:45 0 0 2 0 2 23 100 16 70 39 170
5:00     1   2 3   25   17 42
5:15     2   0 2   29   21 50
5:30     2   5 7   27   14 41
5:45 0 5 9 16 9 21 32 113 7 59 39 172
6:00     4   4 8   31   12 43
6:15     2   5 7   25   19 44
6:30     5   5 10   23   16 39
6:45 9 20 9 23 18 43 21 100 23 70 44 170
7:00     13   13 26   19   16 35
7:15     7   18 25   17   10 27
7:30     42   31 73   19   5 24
7:45 34 96 54 116 88 212 13 68 11 42 24 110
8:00     17   24 41   11   8 19
8:15     10   19 29   12   10 22
8:30     22   20 42   11   11 22
8:45 21 70 25 88 46 158 14 48 3 32 17 80
9:00     13   16 29   17   5 22
9:15     19   13 32   10   3 13
9:30     15   15 30   19   3 22
9:45 13 60 16 60 29 120 15 61 4 15 19 76
10:00     15   17 32   5   4 9
10:15     12   12 24   1   4 5
10:30     16   21 37   7   1 8
10:45 20 63 20 70 40 133 1 14 3 12 4 26
11:00     14   16 30   0   1 1
11:15     14   11 25   4   2 6
11:30     17   10 27   3   1 4
11:45 26 71 18 55 44 126 2 9 0 4 2 13
TOTALS 399 439 838 898 576 1474
SPLIT % 47.6% 52.4% 36.2% 60.9% 39.1% 63.8%

NB SB EB WB
00 1,297 1,015
AM Peak Hour 7:30 7:30 7:30 15:00 15:00 15:00
AM Pk Volume 103 128 231 131 117 248
Pk Hr Factor 0.613 0.593 0.656 0.862 0.552 0.721
7 ‐ 9 Volume 00 166 204 370 00 213 129 342
7 ‐ 9 Peak Hour 7:30 7:30 7:30 17:00 16:30 16:30
7 ‐ 9 Pk Volume 0  0  103  128  231  0  0  113  79  183 Pk Hr Factor 0.000 0.000 0.613 0.593 0.656 0.000 0.000 0.883 0.790 0.880 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,312

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Emerald St Bet. Catalina Ave & Prospect Ave
21:30
21:45
22:00
Total
2,312
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_007

NB SB EB WB
00 3,000 2,945
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     2   2 4   32   55 87
0:15     1   1 2   36   25 61
0:30     1   0 1   36   49 85
0:45 0 4 2 5 2 9 38 142 53 182 91 324
1:00     0   1 1   86   42 128
1:15     0   0 0   45   41 86
1:30     0   3 3   61   40 101
1:45 2 2 1 5 3 7 45 237 31 154 76 391
2:00     0   1 1   38   43 81
2:15     0   0 0   32   40 72
2:30     0   3 3   60   44 104
2:45 0 0 4 0 4 65 195 57 184 122 379
3:00     0   0 0   33   74 107
3:15     1   0 1   38   80 118
3:30     1   1 2   99   64 163
3:45 4 6 1 2 5 8 90 260 72 290 162 550
4:00     2   1 3   77   55 132
4:15     1   2 3   65   50 115
4:30     2   3 5   45   34 79
4:45 3 8 4 10 7 18 66 253 60 199 126 452
5:00     3   2 5   60   56 116
5:15     1   3 4   47   49 96
5:30     6   6 12   67   67 134
5:45 9 19 5 16 14 35 75 249 84 256 159 505
6:00     7   7 14   55   63 118
6:15     15   9 24   36   35 71
6:30     18   12 30   39   51 90
6:45 35 75 71 99 106 174 59 189 58 207 117 396
7:00     100   82 182   31   56 87
7:15     36   31 67   35   67 102
7:30     51   41 92   95   46 141
7:45 69 256 103 257 172 513 42 203 24 193 66 396
8:00     85   129 214   22   26 48
8:15     123   94 217   26   33 59
8:30     41   39 80   14   28 42
8:45 37 286 29 291 66 577 38 100 32 119 70 219
9:00     27   31 58   61   23 84
9:15     29   19 48   39   22 61
9:30     30   20 50   20   16 36
9:45 33 119 33 103 66 222 13 133 9 70 22 203
10:00     19   35 54   11   6 17
10:15     32   25 57   2   5 7
10:30     30   32 62   4   5 9
10:45 35 116 29 121 64 237 3 20 2 18 5 38
11:00     24   36 60   7   6 13
11:15     38   27 65   6   5 11
11:30     17   43 60   2   2 4
11:45 33 112 36 142 69 254 1 16 5 18 6 34
TOTALS 1003 1055 2058 1997 1890 3887
SPLIT % 48.7% 51.3% 34.6% 51.4% 48.6% 65.4%

NB SB EB WB
00 3,000 2,945
AM Peak Hour 7:30 7:30 7:30 15:30 15:00 15:15
AM Pk Volume 328 367 695 331 290 575
Pk Hr Factor 0.667 0.711 0.801 0.836 0.906 0.882
7 ‐ 9 Volume 00 542 548 1090 00 502 455 957
7 ‐ 9 Peak Hour 7:30 7:30 7:30 16:00 17:00 17:00
7 ‐ 9 Pk Volume 0  0  328  367  695  0  0  253  256  505 Pk Hr Factor 0.000 0.000 0.667 0.711 0.801 0.000 0.000 0.821 0.762 0.794 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
5,945

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Del Amo St Bet. Diamond St & Prospect Ave
21:30
21:45
22:00
Total
5,945
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_008

NB SB EB WB
00 8,966 9,218
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     16   12 28   125   147 272
0:15     19   9 28   124   115 239
0:30     12   7 19   138   139 277
0:45 12 59 6 34 18 93 127 514 138 539 265 1053
1:00     11   9 20   147   148 295
1:15     8   3 11   138   125 263
1:30     13   7 20   147   150 297
1:45 9 41 5 24 14 65 152 584 123 546 275 1130
2:00     3   3 6   132   125 257
2:15     5   3 8   133   143 276
2:30     4   2 6   177   150 327
2:45 1 13 4 12 5 25 155 597 159 577 314 1174
3:00     2   3 5   145   177 322
3:15     5   3 8   176   183 359
3:30     1   6 7   172   143 315
3:45 7 15 4 16 11 31 191 684 160 663 351 1347
4:00     9   1 10   187   177 364
4:15     8   4 12   160   153 313
4:30     10   19 29   171   170 341
4:45 11 38 24 48 35 86 160 678 160 660 320 1338
5:00     22   19 41   182   169 351
5:15     39   24 63   163   177 340
5:30     41   44 85   164   207 371
5:45 30 132 49 136 79 268 166 675 167 720 333 1395
6:00     54   42 96   166   179 345
6:15     47   70 117   142   151 293
6:30     74   81 155   162   148 310
6:45 89 264 97 290 186 554 135 605 170 648 305 1253
7:00     80   150 230   137   138 275
7:15     118   141 259   145   123 268
7:30     121   161 282   126   107 233
7:45 143 462 213 665 356 1127 117 525 102 470 219 995
8:00     173   216 389   119   93 212
8:15     165   227 392   110   82 192
8:30     149   169 318   106   86 192
8:45 140 627 161 773 301 1400 105 440 74 335 179 775
9:00     153   151 304   74   62 136
9:15     117   151 268   72   55 127
9:30     146   163 309   70   55 125
9:45 98 514 152 617 250 1131 42 258 38 210 80 468
10:00     117   141 258   56   41 97
10:15     90   138 228   43   30 73
10:30     132   119 251   39   32 71
10:45 134 473 138 536 272 1009 30 168 29 132 59 300
11:00     115   141 256   33   22 55
11:15     125   115 240   24   16 40
11:30     121   128 249   24   15 39
11:45 131 492 119 503 250 995 27 108 11 64 38 172
TOTALS 3130 3654 6784 5836 5564 11400
SPLIT % 46.1% 53.9% 37.3% 51.2% 48.8% 62.7%

NB SB EB WB
00 8,966 9,218
AM Peak Hour 7:45 7:45 7:45 15:15 17:15 17:00
AM Pk Volume 630 825 1455 726 730 1395
Pk Hr Factor 0.910 0.909 0.928 0.950 0.882 0.940
7 ‐ 9 Volume 00 1089 1438 2527 00 1353 1380 2733
7 ‐ 9 Peak Hour 7:45 7:45 7:45 16:00 17:00 17:00
7 ‐ 9 Pk Volume 0  0  630  825  1455  0  0  678  720  1395 Pk Hr Factor 0.000 0.000 0.910 0.909 0.928 0.000 0.000 0.906 0.870 0.940 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
18,184

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Anita St/190th St Bet. Pacific Coast Hwy & Inglewood Ave 21:30
21:45
22:00
Total
18,184
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_009

NB SB EB WB
00 13,793 12,536
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     17   20 37   207   153 360
0:15     28   10 38   186   192 378
0:30     24   11 35   207   172 379
0:45 11 80 18 59 29 139 202 802 161 678 363 1480
1:00     17   16 33   213   178 391
1:15     12   4 16   217   187 404
1:30     16   7 23   219   212 431
1:45 15 60 11 38 26 98 220 869 163 740 383 1609
2:00     8   3 11   205   178 383
2:15     10   9 19   189   189 378
2:30     4   7 11   264   232 496
2:45 8 30 13 32 21 62 263 921 254 853 517 1774
3:00     6   7 13   230   254 484
3:15     9   7 16   257   193 450
3:30     11   5 16   264   227 491
3:45 9 35 5 24 14 59 265 1016 228 902 493 1918
4:00     18   8 26   283   261 544
4:15     16   5 21   283   242 525
4:30     19   23 42   294   217 511
4:45 29 82 30 66 59 148 250 1110 268 988 518 2098
5:00     28   24 52   248   230 478
5:15     57   29 86   268   297 565
5:30     83   43 126   276   251 527
5:45 54 222 42 138 96 360 233 1025 227 1005 460 2030
6:00     83   48 131   231   226 457
6:15     103   91 194   239   258 497
6:30     119   75 194   238   229 467
6:45 173 478 138 352 311 830 207 915 182 895 389 1810
7:00     152   153 305   191   143 334
7:15     211   179 390   204   197 401
7:30     210   256 466   195   167 362
7:45 212 785 277 865 489 1650 185 775 144 651 329 1426
8:00     233   243 476   144   147 291
8:15     268   257 525   142   141 283
8:30     255   249 504   123   110 233
8:45 252 1008 264 1013 516 2021 113 522 90 488 203 1010 9:00     233   225 458   95   82 177
9:15     230   191 421   81   81 162
9:30     236   181 417   81   72 153
9:45 191 890 197 794 388 1684 66 323 72 307 138 630
10:00     208   181 389   70   72 142
10:15     158   148 306   67   41 108
10:30     186   163 349   51   49 100
10:45 142 694 173 665 315 1359 33 221 33 195 66 416
11:00     192   175 367   48   29 77
11:15     188   187 375   33   17 50
11:30     212   185 397   33   26 59
11:45 192 784 148 695 340 1479 32 146 21 93 53 239
TOTALS 5148 4741 9889 8645 7795 16440
SPLIT % 52.1% 47.9% 37.6% 52.6% 47.4% 62.4%

NB SB EB WB
00 13,793 12,536
AM Peak Hour 8:00 7:30 8:00 15:45 16:45 16:00
AM Pk Volume 1008 1033 2021 1125 1046 2098
Pk Hr Factor 0.940 0.932 0.962 0.957 0.880 0.964
7 ‐ 9 Volume 00 1793 1878 3671 00 2135 1993 4128
7 ‐ 9 Peak Hour 8:00 7:30 8:00 16:00 16:45 16:00
7 ‐ 9 Pk Volume 0  0  1008  1033  2021  0  0  1110  1046  2098 Pk Hr Factor 0.000 0.000 0.940 0.932 0.962 0.000 0.000 0.944 0.880 0.964 VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Anita St/190th St Bet. Inglewood Ave & Hawthorne Blvd
21:30
21:45
22:00
Total
26,329
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
26,329

DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Day: City: Redondo Beach
Date: Project #: CA22_020254_010

NB SB EB WB
894 1,324 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 2   3     5 13 23     36
0:15 2   2     4 18 23     41
0:30 0   4     4 14 28     42
0:45 1 5 4 13 5 18 16 61 17 91 33 152
1:00 0   3     3 18 25     43
1:15 1   0     1 23 23     46
1:30 0   2     2 10 21     31
1:45 1 2 0 5 1 7 9 60 15 84 24 144
2:00 1   1     2 8 20     28
2:15 0   1     1 7 11     18
2:30 1   2     3 10 17     27
2:45 1 3 0 4 1 7 19 44 21 69 40 113
3:00 1   1     2 15 22     37
3:15 1   2     3 19 19     38
3:30 0   1     1 14 30     44
3:45 2 4 0 4 2 8 14 62 24 95 38 157
4:00 3   3     6 15 19     34
4:15 3   1     4 18 21     39
4:30 0   0     0 13 37     50
4:45 2 8 2 6 4 14 10 56 25 102 35 158
5:00 3   2     5 12 14     26
5:15 2   0     2 16 34     50
5:30 5   0     5 17 17     34
5:45 7 17 3 5 10 22 12 57 17 82 29 139
6:00 12   5     17 14 18     32
6:15 12   6     18 14 18     32
6:30 6   7     13 13 28     41
6:45 14 44 8 26 22 70 9 50 17 81 26 131
7:00 12   13     25 12 29     41
7:15 8   16     24 10 28     38
7:30 18   21     39 8 20     28
7:45 24 62 37 87 61 149 10 40 13 90 23 130
8:00 32   31     63 9 19     28
8:15 19   17     36 8 30     38
8:30 26   19     45 3 25     28
8:45 12 89 17 84 29 173 3 23 7 81 10 104
9:00 14   20     34 6 9     15
9:15 18   17     35 3 11     14
9:30 22   20     42 3 9     12
9:45 13 67 13 70 26 137 4 16 13 42 17 58
10:00 17   21     38 4 14     18
10:15 13   12     25 2 10     12
10:30 17   22     39 1 7     8
10:45 8 55 14 69 22 124 1 8 6 37 7 45
11:00 21   23     44 2 6     8
11:15 13   20     33 0 2     2
11:30 14   23     37 0 1     1
11:45 11 59 20 86 31 145 0 2 2 11 2 13
TOTALS 415 459 874 479 865 1344
SPLIT % 47.5% 52.5% 39.4% 35.6% 64.4% 60.6%

NB SB EB WB
894 1,324 00
AM Peak Hour 7:45 7:30 7:45 12:30 16:30 12:30
AM Pk Volume 101 106 205 71 110 164
Pk Hr Factor 0.789 0.716 0.813 0.772 0.743 0.891
7 ‐ 9 Volume 151 171 00 322 113 184 00 297
7 ‐ 9 Peak Hour 7:45 7:30 7:45 17:00 16:30 16:30
7 ‐ 9 Pk Volume 101  106  0  0  205  57  110  0  0  161 Pk Hr Factor 0.789 0.716 0.000 0.000 0.813 0.838 0.743 0.000 0.000 0.805 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,218

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Beland Blvd Bet. Phelan Ln & Inglewood Ave
21:30
21:45
22:00
Total
2,218
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_011

NB SB EB WB
11,837 12,089 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 22   30     52 153 179     332
0:15 11   20     31 170 182     352
0:30 9   16     25 192 184     376
0:45 16 58 20 86 36 144 152 667 209 754 361 1421
1:00 4   3     7 195 185     380
1:15 1   7     8 176 208     384
1:30 2   13     15 172 200     372
1:45 8 15 7 30 15 45 175 718 190 783 365 1501
2:00 3   3     6 170 190     360
2:15 11   4     15 185 185     370
2:30 1   4     5 223 211     434
2:45 4 19 7 18 11 37 212 790 253 839 465 1629
3:00 7   9     16 186 255     441
3:15 6   5     11 221 232     453
3:30 6   8     14 221 245     466
3:45 13 32 8 30 21 62 267 895 240 972 507 1867
4:00 12   4     16 229 247     476
4:15 19   8     27 237 247     484
4:30 29   6     35 257 247     504
4:45 42 102 14 32 56 134 220 943 236 977 456 1920
5:00 35   13     48 217 246     463
5:15 58   19     77 263 255     518
5:30 59   34     93 245 252     497
5:45 81 233 59 125 140 358 223 948 226 979 449 1927
6:00 80   49     129 179 239     418
6:15 119   71     190 193 223     416
6:30 99   87     186 158 235     393
6:45 144 442 112 319 256 761 165 695 199 896 364 1591
7:00 162   109     271 130 199     329
7:15 186   170     356 158 194     352
7:30 231   198     429 137 142     279
7:45 229 808 220 697 449 1505 144 569 127 662 271 1231
8:00 242   200     442 115 141     256
8:15 223   210     433 110 113     223
8:30 216   197     413 99 96     195
8:45 207 888 176 783 383 1671 92 416 117 467 209 883
9:00 206   161     367 94 94     188
9:15 199   183     382 61 92     153
9:30 182   160     342 54 91     145
9:45 165 752 161 665 326 1417 54 263 71 348 125 611
10:00 188   162     350 53 55     108
10:15 156   157     313 40 57     97
10:30 169   168     337 43 43     86
10:45 170 683 166 653 336 1336 28 164 40 195 68 359
11:00 169   170     339 27 47     74
11:15 160   152     312 18 30     48
11:30 156   182     338 18 27     45
11:45 178 663 159 663 337 1326 11 74 12 116 23 190
TOTALS 4695 4101 8796 7142 7988 15130
SPLIT % 53.4% 46.6% 36.8% 47.2% 52.8% 63.2%

NB SB EB WB
11,837 12,089 00
AM Peak Hour 7:30 7:30 7:30 15:45 16:45 15:45
AM Pk Volume 925 828 1753 990 989 1971
Pk Hr Factor 0.956 0.941 0.976 0.927 0.970 0.972
7 ‐ 9 Volume 1696 1480 00 3176 1891 1956 00 3847
7 ‐ 9 Peak Hour 7:30 7:30 7:30 16:30 16:45 16:30
7 ‐ 9 Pk Volume 925  828  0  0  1753  957  989  0  0  1941 Pk Hr Factor 0.956 0.941 0.000 0.000 0.976 0.910 0.970 0.000 0.000 0.937 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
23,926

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Inglewood Ave Bet. 190th St & Grant Ave
21:30
21:45
22:00
Total
23,926
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_012

NB SB EB WB
14,065 14,472 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 26   32     58 158 231     389
0:15 16   23     39 188 200     388
0:30 10   26     36 195 228     423
0:45 17 69 21 102 38 171 164 705 209 868 373 1573
1:00 5   10     15 218 231     449
1:15 6   7     13 226 221     447
1:30 7   12     19 178 228     406
1:45 8 26 11 40 19 66 172 794 213 893 385 1687
2:00 5   7     12 184 235     419
2:15 10   5     15 206 214     420
2:30 7   4     11 217 290     507
2:45 5 27 9 25 14 52 230 837 265 1004 495 1841
3:00 7   8     15 254 265     519
3:15 11   5     16 227 269     496
3:30 10   10     20 241 309     550
3:45 19 47 7 30 26 77 279 1001 236 1079 515 2080
4:00 17   6     23 297 287     584
4:15 31   10     41 246 269     515
4:30 45   13     58 296 300     596
4:45 58 151 15 44 73 195 243 1082 244 1100 487 2182
5:00 53   18     71 266 315     581
5:15 79   23     102 273 306     579
5:30 90   38     128 298 323     621
5:45 114 336 55 134 169 470 255 1092 270 1214 525 2306
6:00 106   51     157 189 293     482
6:15 165   80     245 257 241     498
6:30 169   106     275 186 275     461
6:45 172 612 144 381 316 993 179 811 246 1055 425 1866
7:00 181   138     319 138 230     368
7:15 258   184     442 177 222     399
7:30 316   269     585 182 206     388
7:45 306 1061 270 861 576 1922 146 643 189 847 335 1490 8:00 327   276     603 131 179     310
8:15 278   179     457 128 159     287
8:30 247   222     469 117 159     276
8:45 265 1117 192 869 457 1986 103 479 156 653 259 1132 9:00 284   216     500 120 123     243
9:15 264   213     477 76 120     196
9:30 225   183     408 71 122     193
9:45 198 971 203 815 401 1786 65 332 89 454 154 786
10:00 209   177     386 70 84     154
10:15 178   191     369 44 82     126
10:30 208   195     403 53 64     117
10:45 190 785 181 744 371 1529 35 202 69 299 104 501
11:00 202   201     403 44 59     103
11:15 176   163     339 24 48     72
11:30 178   227     405 18 32     50
11:45 228 784 186 777 414 1561 15 101 45 184 60 285
TOTALS 5986 4822 10808 8079 9650 17729
SPLIT % 55.4% 44.6% 37.9% 45.6% 54.4% 62.1%

NB SB EB WB
14,065 14,472 00
AM Peak Hour 7:30 7:15 7:30 15:45 17:00 17:00
AM Pk Volume 1227 999 2221 1118 1214 2306
Pk Hr Factor 0.938 0.905 0.921 0.941 0.940 0.928
7 ‐ 9 Volume 2178 1730 00 3908 2174 2314 00 4488
7 ‐ 9 Peak Hour 7:30 7:15 7:30 17:00 17:00 17:00
7 ‐ 9 Pk Volume 1227  999  0  0  2221  1092  1214  0  0  2306 Pk Hr Factor 0.938 0.905 0.000 0.000 0.921 0.916 0.940 0.000 0.000 0.928 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
28,537

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Inglewood Ave Bet. Grant Ave & Artesia Blvd
21:30
21:45
22:00
Total
28,537
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_013

NB SB EB WB
17,866 16,969 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 30   43     73 265 280     545
0:15 23   33     56 255 252     507
0:30 13   30     43 281 266     547
0:45 17 83 29 135 46 218 236 1037 251 1049 487 2086
1:00 12   17     29 236 254     490
1:15 12   22     34 283 232     515
1:30 9   22     31 237 259     496
1:45 12 45 16 77 28 122 240 996 245 990 485 1986
2:00 7   9     16 254 275     529
2:15 7   10     17 280 258     538
2:30 12   9     21 257 306     563
2:45 9 35 13 41 22 76 290 1081 289 1128 579 2209
3:00 4   8     12 279 304     583
3:15 16   9     25 286 319     605
3:30 21   12     33 277 315     592
3:45 25 66 15 44 40 110 292 1134 316 1254 608 2388
4:00 25   13     38 315 347     662
4:15 46   7     53 279 312     591
4:30 73   19     92 289 319     608
4:45 84 228 27 66 111 294 288 1171 325 1303 613 2474
5:00 67   23     90 309 344     653
5:15 109   28     137 326 363     689
5:30 128   47     175 319 347     666
5:45 158 462 69 167 227 629 293 1247 340 1394 633 2641
6:00 181   67     248 296 316     612
6:15 219   83     302 281 298     579
6:30 256   116     372 218 343     561
6:45 266 922 151 417 417 1339 267 1062 302 1259 569 2321 7:00 274   150     424 204 331     535
7:15 324   183     507 244 272     516
7:30 366   240     606 202 276     478
7:45 361 1325 258 831 619 2156 209 859 234 1113 443 1972 8:00 397   222     619 177 249     426
8:15 364   209     573 177 197     374
8:30 300   234     534 154 220     374
8:45 328 1389 221 886 549 2275 129 637 208 874 337 1511 9:00 322   242     564 128 151     279
9:15 314   207     521 117 169     286
9:30 297   218     515 108 166     274
9:45 255 1188 216 883 471 2071 88 441 122 608 210 1049
10:00 230   185     415 105 121     226
10:15 279   209     488 54 109     163
10:30 254   224     478 63 98     161
10:45 271 1034 230 848 501 1882 45 267 92 420 137 687
11:00 247   222     469 49 82     131
11:15 239   210     449 34 74     108
11:30 257   249     506 35 52     87
11:45 264 1007 222 903 486 1910 32 150 71 279 103 429
TOTALS 7784 5298 13082 10082 11671 21753
SPLIT % 59.5% 40.5% 37.6% 46.3% 53.7% 62.4%

NB SB EB WB
17,866 16,969 00
AM Peak Hour 7:30 11:45 7:30 17:00 17:00 17:00
AM Pk Volume 1488 1020 2417 1247 1394 2641
Pk Hr Factor 0.937 0.911 0.976 0.956 0.960 0.958
7 ‐ 9 Volume 2714 1717 00 4431 2418 2697 00 5115
7 ‐ 9 Peak Hour 7:30 7:30 7:30 17:00 17:00 17:00
7 ‐ 9 Pk Volume 1488  929  0  0  2417  1247  1394  0  0  2641 Pk Hr Factor 0.937 0.900 0.000 0.000 0.976 0.956 0.960 0.000 0.000 0.958 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
34,835

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Inglewood Ave Bet. Artesia Blvd & Manhattan Beach Blvd
21:30
21:45
22:00
Total
34,835
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_014

NB SB EB WB
21,345 20,079 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 52   61     113 345 299     644
0:15 37   49     86 341 274     615
0:30 46   47     93 354 269     623
0:45 35 170 41 198 76 368 332 1372 273 1115 605 2487
1:00 27   22     49 319 286     605
1:15 19   30     49 362 286     648
1:30 21   29     50 301 311     612
1:45 25 92 20 101 45 193 303 1285 293 1176 596 2461
2:00 11   18     29 405 282     687
2:15 17   13     30 400 280     680
2:30 13   15     28 263 310     573
2:45 12 53 16 62 28 115 283 1351 306 1178 589 2529
3:00 14   24     38 250 323     573
3:15 21   24     45 276 363     639
3:30 21   24     45 294 305     599
3:45 36 92 58 130 94 222 289 1109 301 1292 590 2401
4:00 31   49     80 339 286     625
4:15 55   42     97 245 286     531
4:30 92   86     178 301 317     618
4:45 104 282 118 295 222 577 276 1161 266 1155 542 2316 5:00 112   86     198 261 293     554
5:15 146   104     250 241 277     518
5:30 202   129     331 272 301     573
5:45 195 655 167 486 362 1141 278 1052 260 1131 538 2183 6:00 254   149     403 290 242     532
6:15 321   154     475 312 299     611
6:30 312   184     496 276 327     603
6:45 381 1268 230 717 611 1985 242 1120 276 1144 518 2264 7:00 337   222     559 221 341     562
7:15 407   279     686 261 315     576
7:30 387   283     670 258 305     563
7:45 434 1565 249 1033 683 2598 213 953 254 1215 467 2168 8:00 412   258     670 196 325     521
8:15 464   277     741 176 311     487
8:30 372   302     674 204 325     529
8:45 404 1652 280 1117 684 2769 129 705 289 1250 418 1955 9:00 379   281     660 126 231     357
9:15 374   305     679 144 226     370
9:30 376   301     677 107 231     338
9:45 329 1458 292 1179 621 2637 92 469 197 885 289 1354 10:00 364   263     627 107 166     273
10:15 361   292     653 98 163     261
10:30 356   297     653 70 140     210
10:45 363 1444 290 1142 653 2586 77 352 118 587 195 939 11:00 367   280     647 79 90     169
11:15 332   275     607 60 93     153
11:30 382   302     684 61 89     150
11:45 358 1439 283 1140 641 2579 46 246 79 351 125 597
TOTALS 10170 7600 17770 11175 12479 23654
SPLIT % 57.2% 42.8% 42.9% 47.2% 52.8% 57.1%

NB SB EB WB
21,345 20,079 00
AM Peak Hour 7:30 9:00 8:00 13:30 14:30 13:30
AM Pk Volume 1697 1179 2769 1409 1302 2575
Pk Hr Factor 0.914 0.966 0.934 0.870 0.897 0.937
7 ‐ 9 Volume 3217 2150 00 5367 2213 2286 00 4499
7 ‐ 9 Peak Hour 7:30 8:00 8:00 16:00 16:15 16:00
7 ‐ 9 Pk Volume 1697  1117  0  0  2769  1161  1162  0  0  2316 Pk Hr Factor 0.914 0.925 0.000 0.000 0.934 0.856 0.916 0.000 0.000 0.926 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
41,424

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Inglewood Ave Bet. Manhattan Beach Blvd & Marine Ave
21:30
21:45
22:00
Total
41,424
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_015

NB SB EB WB
3,763 3,813 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 3   6     9 63 63     126
0:15 0   4     4 72 72     144
0:30 1   1     2 69 71     140
0:45 0 4 1 12 1 16 68 272 80 286 148 558
1:00 0   3     3 46 43     89
1:15 0   1     1 62 53     115
1:30 0   0     0 61 55     116
1:45 2 2 1 5 3 7 94 263 72 223 166 486
2:00 2   2     4 51 48     99
2:15 1   0     1 57 54     111
2:30 0   2     2 70 75     145
2:45 0 3 0 4 0 7 70 248 70 247 140 495
3:00 0   1     1 79 89     168
3:15 1   0     1 66 77     143
3:30 1   1     2 82 67     149
3:45 0 2 0 2 0 4 73 300 72 305 145 605
4:00 0   0     0 58 68     126
4:15 1   1     2 63 85     148
4:30 0   0     0 65 76     141
4:45 1 2 1 2 2 4 87 273 101 330 188 603
5:00 5   1     6 74 108     182
5:15 6   3     9 73 80     153
5:30 7   1     8 77 87     164
5:45 6 24 6 11 12 35 75 299 98 373 173 672
6:00 19   8     27 79 75     154
6:15 15   7     22 73 45     118
6:30 20   10     30 74 72     146
6:45 28 82 13 38 41 120 74 300 89 281 163 581
7:00 21   22     43 59 76     135
7:15 37   30     67 60 67     127
7:30 47   49     96 60 63     123
7:45 65 170 47 148 112 318 43 222 65 271 108 493
8:00 61   45     106 37 66     103
8:15 74   53     127 35 65     100
8:30 64   40     104 33 56     89
8:45 75 274 43 181 118 455 15 120 57 244 72 364
9:00 67   53     120 27 47     74
9:15 69   46     115 7 41     48
9:30 67   32     99 13 29     42
9:45 65 268 44 175 109 443 8 55 28 145 36 200
10:00 50   49     99 6 16     22
10:15 51   54     105 7 16     23
10:30 74   47     121 5 9     14
10:45 72 247 50 200 122 447 3 21 12 53 15 74
11:00 64   68     132 0 8     8
11:15 76   67     143 4 12     16
11:30 82   45     127 2 6     8
11:45 83 305 66 246 149 551 1 7 5 31 6 38
TOTALS 1383 1024 2407 2380 2789 5169
SPLIT % 57.5% 42.5% 31.8% 46.0% 54.0% 68.2%

NB SB EB WB
3,763 3,813 00
AM Peak Hour 11:00 11:45 11:45 16:45 16:45 16:45
AM Pk Volume 305 272 559 311 376 687
Pk Hr Factor 0.919 0.944 0.938 0.894 0.870 0.914
7 ‐ 9 Volume 444 329 00 773 572 703 00 1275
7 ‐ 9 Peak Hour 8:00 7:30 8:00 16:45 16:45 16:45
7 ‐ 9 Pk Volume 274  194  0  0  455  311  376  0  0  687 Pk Hr Factor 0.913 0.915 0.000 0.000 0.896 0.894 0.870 0.000 0.000 0.914 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
7,576

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Catalina Ave Bet. Palos Verdes Blvd & Ave I
21:30
21:45
22:00
Total
7,576
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_016

NB SB EB WB
3,725 3,634 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 1   6     7 57 46     103
0:15 2   4     6 64 59     123
0:30 3   3     6 57 70     127
0:45 2 8 2 15 4 23 47 225 56 231 103 456
1:00 0   2     2 55 58     113
1:15 0   1     1 55 58     113
1:30 0   2     2 60 54     114
1:45 1 1 0 5 1 6 70 240 56 226 126 466
2:00 0   2     2 67 67     134
2:15 0   1     1 58 56     114
2:30 0   2     2 59 58     117
2:45 2 2 4 9 6 11 66 250 70 251 136 501
3:00 0   1     1 67 53     120
3:15 0   0     0 72 67     139
3:30 0   0     0 70 68     138
3:45 1 1 1 2 2 3 68 277 60 248 128 525
4:00 0   1     1 66 85     151
4:15 1   1     2 60 79     139
4:30 2   1     3 70 76     146
4:45 0 3 0 3 0 6 72 268 72 312 144 580
5:00 1   2     3 78 93     171
5:15 6   0     6 77 86     163
5:30 9   5     14 65 93     158
5:45 9 25 3 10 12 35 55 275 104 376 159 651
6:00 21   4     25 80 114     194
6:15 17   7     24 52 90     142
6:30 24   8     32 71 102     173
6:45 23 85 11 30 34 115 64 267 96 402 160 669
7:00 41   20     61 64 85     149
7:15 42   16     58 50 53     103
7:30 69   37     106 49 65     114
7:45 82 234 45 118 127 352 55 218 56 259 111 477
8:00 90   41     131 31 53     84
8:15 77   53     130 42 40     82
8:30 64   42     106 38 33     71
8:45 67 298 57 193 124 491 38 149 39 165 77 314
9:00 62   52     114 20 35     55
9:15 64   40     104 23 43     66
9:30 57   42     99 15 27     42
9:45 62 245 50 184 112 429 11 69 23 128 34 197
10:00 51   46     97 18 18     36
10:15 59   37     96 16 10     26
10:30 51   43     94 14 17     31
10:45 75 236 52 178 127 414 6 54 12 57 18 111
11:00 83   43     126 8 12     20
11:15 62   48     110 6 5     11
11:30 59   49     108 4 5     9
11:45 71 275 63 203 134 478 2 20 7 29 9 49
TOTALS 1413 950 2363 2312 2684 4996
SPLIT % 59.8% 40.2% 32.1% 46.3% 53.7% 67.9%

NB SB EB WB
3,725 3,634 00
AM Peak Hour 7:30 11:45 7:30 16:30 17:45 17:15
AM Pk Volume 318 238 494 297 410 674
Pk Hr Factor 0.883 0.850 0.943 0.952 0.899 0.869
7 ‐ 9 Volume 532 311 00 843 543 688 00 1231
7 ‐ 9 Peak Hour 7:30 8:00 7:30 16:30 17:00 17:00
7 ‐ 9 Pk Volume 318  193  0  0  494  297  376  0  0  651 Pk Hr Factor 0.883 0.846 0.000 0.000 0.943 0.952 0.904 0.000 0.000 0.952 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
7,359

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Catalina Ave Bet. Ave I & Esplanade/Pearl St
21:30
21:45
22:00
Total
7,359
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_017

NB SB EB WB
7,102 8,109 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 5   13     18 104 118     222
0:15 7   14     21 114 140     254
0:30 4   7     11 114 114     228
0:45 6 22 11 45 17 67 116 448 138 510 254 958
1:00 8   4     12 99 125     224
1:15 2   5     7 113 128     241
1:30 5   4     9 102 127     229
1:45 5 20 2 15 7 35 117 431 153 533 270 964
2:00 4   4     8 117 135     252
2:15 2   3     5 131 137     268
2:30 1   5     6 118 139     257
2:45 0 7 2 14 2 21 115 481 150 561 265 1042
3:00 1   0     1 117 150     267
3:15 2   1     3 126 136     262
3:30 2   5     7 121 156     277
3:45 6 11 0 6 6 17 113 477 175 617 288 1094
4:00 1   1     2 129 176     305
4:15 7   1     8 116 163     279
4:30 8   5     13 116 201     317
4:45 8 24 12 19 20 43 137 498 188 728 325 1226
5:00 5   4     9 120 179     299
5:15 15   12     27 134 222     356
5:30 17   5     22 105 207     312
5:45 37 74 15 36 52 110 124 483 223 831 347 1314
6:00 41   9     50 125 199     324
6:15 53   18     71 119 216     335
6:30 65   26     91 103 191     294
6:45 76 235 34 87 110 322 99 446 180 786 279 1232
7:00 91   59     150 128 151     279
7:15 89   59     148 92 157     249
7:30 117   74     191 93 108     201
7:45 176 473 100 292 276 765 76 389 108 524 184 913
8:00 157   89     246 60 99     159
8:15 171   72     243 65 93     158
8:30 136   99     235 57 82     139
8:45 128 592 124 384 252 976 60 242 91 365 151 607
9:00 142   92     234 62 80     142
9:15 130   101     231 36 72     108
9:30 103   86     189 41 65     106
9:45 120 495 99 378 219 873 24 163 60 277 84 440
10:00 107   97     204 39 52     91
10:15 102   96     198 29 50     79
10:30 118   107     225 26 29     55
10:45 101 428 90 390 191 818 25 119 36 167 61 286
11:00 116   121     237 17 24     41
11:15 109   109     218 18 21     39
11:30 127   116     243 7 22     29
11:45 135 487 118 464 253 951 15 57 13 80 28 137
TOTALS 2868 2130 4998 4234 5979 10213
SPLIT % 57.4% 42.6% 32.9% 41.5% 58.5% 67.1%

NB SB EB WB
7,102 8,109 00
AM Peak Hour 7:45 11:30 7:45 16:30 17:15 17:15
AM Pk Volume 640 492 1000 507 851 1339
Pk Hr Factor 0.909 0.879 0.906 0.925 0.954 0.940
7 ‐ 9 Volume 1065 676 00 1741 981 1559 00 2540
7 ‐ 9 Peak Hour 7:45 8:00 7:45 16:30 17:00 17:00
7 ‐ 9 Pk Volume 640  384  0  0  1000  507  831  0  0  1314 Pk Hr Factor 0.909 0.774 0.000 0.000 0.906 0.925 0.932 0.000 0.000 0.923 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
15,211

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Catalina Ave Bet. Esplanade/Pearl St & Beryl St
21:30
21:45
22:00
Total
15,211
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_018

NB SB EB WB
7,396 7,649 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 8   11     19 124 117     241
0:15 8   12     20 97 117     214
0:30 8   6     14 121 110     231
0:45 5 29 6 35 11 64 125 467 140 484 265 951
1:00 8   4     12 127 123     250
1:15 3   2     5 120 118     238
1:30 4   6     10 103 139     242
1:45 6 21 1 13 7 34 117 467 121 501 238 968
2:00 3   1     4 134 114     248
2:15 2   1     3 141 126     267
2:30 2   2     4 117 122     239
2:45 0 7 6 10 6 17 121 513 136 498 257 1011
3:00 1   0     1 128 139     267
3:15 2   7     9 123 135     258
3:30 2   3     5 134 185     319
3:45 5 10 2 12 7 22 142 527 160 619 302 1146
4:00 3   4     7 153 150     303
4:15 8   7     15 119 174     293
4:30 11   14     25 132 185     317
4:45 15 37 14 39 29 76 140 544 181 690 321 1234
5:00 13   8     21 142 172     314
5:15 19   12     31 124 193     317
5:30 19   14     33 113 212     325
5:45 38 89 24 58 62 147 127 506 195 772 322 1278
6:00 26   20     46 122 200     322
6:15 53   28     81 111 186     297
6:30 74   43     117 103 180     283
6:45 76 229 47 138 123 367 90 426 156 722 246 1148
7:00 69   72     141 98 136     234
7:15 93   70     163 88 134     222
7:30 121   73     194 98 97     195
7:45 175 458 111 326 286 784 94 378 97 464 191 842
8:00 145   112     257 69 89     158
8:15 203   106     309 58 68     126
8:30 160   106     266 51 58     109
8:45 120 628 118 442 238 1070 61 239 65 280 126 519
9:00 149   79     228 63 41     104
9:15 128   100     228 40 48     88
9:30 117   93     210 43 37     80
9:45 123 517 87 359 210 876 32 178 51 177 83 355
10:00 115   101     216 29 33     62
10:15 90   92     182 25 43     68
10:30 100   97     197 33 23     56
10:45 122 427 85 375 207 802 26 113 30 129 56 242
11:00 126   118     244 25 19     44
11:15 123   98     221 22 19     41
11:30 125   102     227 12 18     30
11:45 135 509 116 434 251 943 18 77 16 72 34 149
TOTALS 2961 2241 5202 4435 5408 9843
SPLIT % 56.9% 43.1% 34.6% 45.1% 54.9% 65.4%

NB SB EB WB
7,396 7,649 00
AM Peak Hour 7:45 11:45 7:45 15:15 17:15 17:15
AM Pk Volume 683 460 1118 552 800 1286
Pk Hr Factor 0.841 0.983 0.905 0.902 0.943 0.989
7 ‐ 9 Volume 1086 768 00 1854 1050 1462 00 2512
7 ‐ 9 Peak Hour 7:45 8:00 7:45 16:00 17:00 17:00
7 ‐ 9 Pk Volume 683  442  0  0  1118  544  772  0  0  1278 Pk Hr Factor 0.841 0.936 0.000 0.000 0.905 0.889 0.910 0.000 0.000 0.983 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
15,045

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Catalina Ave Bet. Beryl St & Pacific Coast Hwy
21:30
21:45
22:00
Total
15,045
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_019

NB SB EB WB
00 6,027 5,788
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     10   8 18   93   83 176
0:15     9   7 16   78   74 152
0:30     5   6 11   92   85 177
0:45 5 29 9 30 14 59 104 367 89 331 193 698
1:00     6   3 9   108   93 201
1:15     3   6 9   96   80 176
1:30     9   3 12   77   93 170
1:45 1 19 2 14 3 33 93 374 96 362 189 736
2:00     1   3 4   94   83 177
2:15     3   2 5   89   90 179
2:30     6   1 7   119   86 205
2:45 0 10 2 8 2 18 117 419 106 365 223 784
3:00     0   1 1   108   118 226
3:15     4   2 6   107   88 195
3:30     2   1 3   107   105 212
3:45 8 14 2 6 10 20 116 438 99 410 215 848
4:00     3   2 5   120   131 251
4:15     5   3 8   117   102 219
4:30     4   5 9   135   116 251
4:45 10 22 3 13 13 35 107 479 119 468 226 947
5:00     12   7 19   124   121 245
5:15     4   7 11   129   124 253
5:30     20   10 30   135   119 254
5:45 23 59 18 42 41 101 143 531 120 484 263 1015
6:00     20   29 49   124   117 241
6:15     38   17 55   109   126 235
6:30     51   35 86   97   90 187
6:45 62 171 65 146 127 317 87 417 88 421 175 838
7:00     64   59 123   90   61 151
7:15     77   74 151   82   77 159
7:30     110   101 211   66   82 148
7:45 139 390 151 385 290 775 83 321 97 317 180 638
8:00     105   147 252   71   86 157
8:15     105   111 216   55   63 118
8:30     105   110 215   52   56 108
8:45 96 411 116 484 212 895 54 232 44 249 98 481
9:00     87   94 181   48   54 102
9:15     93   93 186   62   29 91
9:30     94   79 173   27   30 57
9:45 105 379 84 350 189 729 32 169 29 142 61 311
10:00     85   76 161   27   26 53
10:15     80   72 152   16   26 42
10:30     83   76 159   22   16 38
10:45 74 322 94 318 168 640 15 80 17 85 32 165
11:00     90   68 158   14   12 26
11:15     71   74 145   16   15 31
11:30     81   86 167   7   6 13
11:45 87 329 88 316 175 645 8 45 9 42 17 87
TOTALS 2155 2112 4267 3872 3676 7548
SPLIT % 50.5% 49.5% 36.1% 51.3% 48.7% 63.9%

NB SB EB WB
00 6,027 5,788
AM Peak Hour 7:30 7:45 7:45 17:00 17:00 17:00
AM Pk Volume 459 519 973 531 484 1015
Pk Hr Factor 0.826 0.859 0.839 0.928 0.976 0.965
7 ‐ 9 Volume 00 801 869 1670 00 1010 952 1962
7 ‐ 9 Peak Hour 7:30 7:45 7:45 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0  0  459  519  973  0  0  531  484  1015 Pk Hr Factor 0.000 0.000 0.826 0.859 0.839 0.000 0.000 0.928 0.976 0.965 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
11,815

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Grant Ave Bet. Aviation Blvd & Inglewood Ave
21:30
21:45
22:00
Total
11,815
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_020

NB SB EB WB
00 3,311 2,800
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     2   6 8   46   55 101
0:15     4   4 8   43   42 85
0:30     2   1 3   44   48 92
0:45 1 9 0 11 1 20 53 186 51 196 104 382
1:00     2   0 2   51   45 96
1:15     1   3 4   50   54 104
1:30     2   1 3   44   73 117
1:45 0 5 1 5 1 10 51 196 65 237 116 433
2:00     4   0 4   56   65 121
2:15     0   0 0   52   55 107
2:30     1   4 5   56   60 116
2:45 0 5 0 4 0 9 58 222 54 234 112 456
3:00     0   1 1   89   49 138
3:15     2   1 3   65   54 119
3:30     2   0 2   65   56 121
3:45 0 4 3 5 3 9 62 281 62 221 124 502
4:00     0   0 0   82   67 149
4:15     2   0 2   84   61 145
4:30     0   1 1   89   75 164
4:45 9 11 1 2 10 13 83 338 87 290 170 628
5:00     4   2 6   75   64 139
5:15     3   1 4   98   76 174
5:30     8   3 11   76   68 144
5:45 11 26 2 8 13 34 78 327 57 265 135 592
6:00     16   6 22   65   80 145
6:15     13   7 20   50   51 101
6:30     18   6 24   54   42 96
6:45 40 87 10 29 50 116 54 223 42 215 96 438
7:00     31   18 49   50   37 87
7:15     41   20 61   36   42 78
7:30     41   26 67   38   35 73
7:45 70 183 42 106 112 289 32 156 35 149 67 305
8:00     70   41 111   39   43 82
8:15     83   33 116   29   35 64
8:30     68   40 108   26   26 52
8:45 48 269 33 147 81 416 20 114 29 133 49 247
9:00     43   27 70   25   15 40
9:15     52   25 77   22   20 42
9:30     39   31 70   11   13 24
9:45 58 192 40 123 98 315 7 65 9 57 16 122
10:00     63   40 103   7   11 18
10:15     35   40 75   4   6 10
10:30     42   50 92   6   4 10
10:45 41 181 33 163 74 344 2 19 2 23 4 42
11:00     48   41 89   4   8 12
11:15     45   39 84   3   2 5
11:30     49   46 95   4   3 7
11:45 55 197 33 159 88 356 4 15 5 18 9 33
TOTALS 1169 762 1931 2142 2038 4180
SPLIT % 60.5% 39.5% 31.6% 51.2% 48.8% 68.4%

NB SB EB WB
00 3,311 2,800
AM Peak Hour 7:45 11:45 7:45 16:30 16:30 16:30
AM Pk Volume 291 178 447 345 302 647
Pk Hr Factor 0.877 0.809 0.963 0.880 0.868 0.930
7 ‐ 9 Volume 00 452 253 705 00 665 555 1220
7 ‐ 9 Peak Hour 7:45 7:45 7:45 16:30 16:30 16:30
7 ‐ 9 Pk Volume 0  0  291  156  447  0  0  345  302  647 Pk Hr Factor 0.000 0.000 0.877 0.929 0.963 0.000 0.000 0.880 0.868 0.930 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
6,111

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Grant Ave Bet. Inglewood Ave & Kingsdale Ave
21:30
21:45
22:00
Total
6,111
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_021

NB SB EB WB
00 4,234 4,019
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00     21   6 27   69   54 123
0:15     10   6 16   50   72 122
0:30     10   9 19   61   63 124
0:45 12 53 4 25 16 78 56 236 59 248 115 484
1:00     9   8 17   60   56 116
1:15     8   1 9   81   65 146
1:30     4   7 11   62   71 133
1:45 7 28 4 20 11 48 56 259 65 257 121 516
2:00     3   1 4   77   68 145
2:15     2   6 8   70   70 140
2:30     2   3 5   79   49 128
2:45 4 11 4 14 8 25 81 307 47 234 128 541
3:00     2   5 7   73   56 129
3:15     5   2 7   64   71 135
3:30     3   1 4   74   72 146
3:45 0 10 2 10 2 20 86 297 74 273 160 570
4:00     2   2 4   83   78 161
4:15     2   3 5   67   69 136
4:30     4   6 10   72   82 154
4:45 7 15 7 18 14 33 67 289 71 300 138 589
5:00     5   4 9   67   75 142
5:15     6   8 14   95   102 197
5:30     9   11 20   76   84 160
5:45 11 31 18 41 29 72 78 316 100 361 178 677
6:00     6   19 25   81   69 150
6:15     11   19 30   69   92 161
6:30     28   33 61   70   96 166
6:45 18 63 34 105 52 168 76 296 79 336 155 632
7:00     15   35 50   86   92 178
7:15     39   32 71   82   59 141
7:30     54   40 94   96   56 152
7:45 54 162 65 172 119 334 77 341 57 264 134 605
8:00     47   53 100   65   59 124
8:15     46   57 103   68   45 113
8:30     49   66 115   62   46 108
8:45 63 205 65 241 128 446 61 256 34 184 95 440
9:00     64   55 119   59   36 95
9:15     54   49 103   61   45 106
9:30     54   51 105   45   27 72
9:45 58 230 51 206 109 436 32 197 21 129 53 326
10:00     43   49 92   54   24 78
10:15     52   43 95   30   25 55
10:30     50   54 104   30   17 47
10:45 52 197 56 202 108 399 41 155 19 85 60 240
11:00     45   47 92   23   23 46
11:15     60   55 115   22   13 35
11:30     48   73 121   19   11 30
11:45 51 204 62 237 113 441 12 76 10 57 22 133
TOTALS 1209 1291 2500 3025 2728 5753
SPLIT % 48.4% 51.6% 30.3% 52.6% 47.4% 69.7%

NB SB EB WB
00 4,234 4,019
AM Peak Hour 8:45 11:30 11:45 19:00 17:00 17:15
AM Pk Volume 235 261 482 341 361 685
Pk Hr Factor 0.918 0.894 0.972 0.888 0.885 0.869
7 ‐ 9 Volume 00 367 413 780 00 605 661 1266
7 ‐ 9 Peak Hour 8:00 7:45 8:00 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0  0  205  241  446  0  0  316  361  677 Pk Hr Factor 0.000 0.000 0.813 0.913 0.871 0.000 0.000 0.832 0.885 0.859 VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
9/8/2022
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Torrance Blvd Bet. Pier Seafood & Pacific Coast Hwy
21:30
21:45
22:00
Total
8,253
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
8,253

DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Day: City: Redondo Beach
Date: Project #: CA22_020254_022

NB SB EB WB
16,012 15,044 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 29   33     62 205 215     420
0:15 18   33     51 205 233     438
0:30 24   20     44 219 207     426
0:45 14 85 18 104 32 189 247 876 227 882 474 1758
1:00 18   18     36 200 224     424
1:15 16   15     31 209 253     462
1:30 13   14     27 220 219     439
1:45 9 56 8 55 17 111 206 835 265 961 471 1796
2:00 9   7     16 236 230     466
2:15 7   6     13 170 212     382
2:30 4   6     10 224 214     438
2:45 8 28 11 30 19 58 213 843 273 929 486 1772
3:00 8   8     16 235 281     516
3:15 9   12     21 278 297     575
3:30 19   11     30 235 295     530
3:45 19 55 17 48 36 103 268 1016 278 1151 546 2167
4:00 17   10     27 245 246     491
4:15 19   22     41 249 274     523
4:30 58   15     73 223 296     519
4:45 60 154 27 74 87 228 245 962 305 1121 550 2083
5:00 59   18     77 274 255     529
5:15 98   28     126 250 279     529
5:30 109   31     140 269 298     567
5:45 155 421 56 133 211 554 246 1039 314 1146 560 2185
6:00 140   44     184 235 290     525
6:15 146   63     209 237 346     583
6:30 153   89     242 233 294     527
6:45 229 668 150 346 379 1014 199 904 324 1254 523 2158 7:00 263   119     382 214 273     487
7:15 361   163     524 204 289     493
7:30 365   213     578 186 232     418
7:45 361 1350 244 739 605 2089 174 778 228 1022 402 1800 8:00 399   234     633 161 187     348
8:15 377   237     614 151 211     362
8:30 344   222     566 140 159     299
8:45 357 1477 242 935 599 2412 128 580 178 735 306 1315 9:00 283   188     471 138 150     288
9:15 266   199     465 135 117     252
9:30 284   164     448 118 131     249
9:45 259 1092 225 776 484 1868 100 491 101 499 201 990
10:00 210   161     371 97 100     197
10:15 217   179     396 85 100     185
10:30 222   179     401 70 82     152
10:45 222 871 211 730 433 1601 56 308 68 350 124 658
11:00 201   182     383 68 79     147
11:15 221   225     446 58 45     103
11:30 246   174     420 42 49     91
11:45 236 904 230 811 466 1715 51 219 40 213 91 432
TOTALS 7161 4781 11942 8851 10263 19114
SPLIT % 60.0% 40.0% 38.5% 46.3% 53.7% 61.5%

NB SB EB WB
16,012 15,044 00
AM Peak Hour 7:30 7:45 7:30 17:00 18:00 17:30
AM Pk Volume 1502 937 2430 1039 1254 2235
Pk Hr Factor 0.941 0.960 0.960 0.948 0.906 0.958
7 ‐ 9 Volume 2827 1674 00 4501 2001 2267 00 4268
7 ‐ 9 Peak Hour 7:30 7:45 7:30 17:00 17:00 17:00
7 ‐ 9 Pk Volume 1502  937  0  0  2430  1039  1146  0  0  2185 Pk Hr Factor 0.941 0.960 0.000 0.000 0.960 0.948 0.912 0.000 0.000 0.963 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
31,056

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Aviation Blvd Bet. Harper Ave & Artesia Blvd
21:30
21:45
22:00
Total
31,056
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_023

NB SB EB WB
17,172 17,962 00
AM Period NB SB   EB   WB NB   SB   EB   WB
0:00 33   40     73 248 250     498
0:15 20   35     55 225 272     497
0:30 19   20     39 245 257     502
0:45 13 85 20 115 33 200 249 967 252 1031 501 1998
1:00 16   18     34 202 284     486
1:15 14   13     27 231 280     511
1:30 15   11     26 220 289     509
1:45 9 54 9 51 18 105 235 888 293 1146 528 2034
2:00 13   7     20 207 272     479
2:15 6   5     11 223 282     505
2:30 4   10     14 251 334     585
2:45 5 28 8 30 13 58 239 920 309 1197 548 2117
3:00 5   10     15 240 360     600
3:15 10   11     21 296 383     679
3:30 24   7     31 255 313     568
3:45 18 57 18 46 36 103 277 1068 350 1406 627 2474
4:00 20   10     30 262 345     607
4:15 25   18     43 290 346     636
4:30 57   25     82 204 395     599
4:45 70 172 26 79 96 251 295 1051 369 1455 664 2506
5:00 68   22     90 242 404     646
5:15 109   27     136 293 377     670
5:30 130   37     167 271 400     671
5:45 156 463 65 151 221 614 282 1088 378 1559 660 2647
6:00 159   46     205 238 393     631
6:15 173   69     242 240 381     621
6:30 177   94     271 217 383     600
6:45 249 758 136 345 385 1103 227 922 361 1518 588 2440 7:00 266   139     405 220 334     554
7:15 370   195     565 207 298     505
7:30 417   228     645 206 276     482
7:45 419 1472 296 858 715 2330 184 817 261 1169 445 1986 8:00 393   293     686 183 232     415
8:15 429   321     750 182 226     408
8:30 366   266     632 147 157     304
8:45 357 1545 288 1168 645 2713 138 650 179 794 317 1444 9:00 337   247     584 143 170     313
9:15 317   205     522 150 153     303
9:30 257   214     471 119 146     265
9:45 278 1189 216 882 494 2071 93 505 133 602 226 1107
10:00 238   206     444 95 120     215
10:15 266   188     454 91 96     187
10:30 226   216     442 54 88     142
10:45 255 985 230 840 485 1825 67 307 77 381 144 688
11:00 224   200     424 63 85     148
11:15 235   233     468 64 51     115
11:30 242   215     457 48 47     95
11:45 254 955 261 909 515 1864 51 226 47 230 98 456
TOTALS 7763 5474 13237 9409 12488 21897
SPLIT % 58.6% 41.4% 37.7% 43.0% 57.0% 62.3%

NB SB EB WB
17,172 17,962 00
AM Peak Hour 7:30 7:45 7:30 16:45 17:00 16:45
AM Pk Volume 1658 1176 2796 1101 1559 2651
Pk Hr Factor 0.966 0.916 0.932 0.933 0.965 0.988
7 ‐ 9 Volume 3017 2026 00 5043 2139 3014 00 5153
7 ‐ 9 Peak Hour 7:30 7:45 7:30 16:45 17:00 16:45
7 ‐ 9 Pk Volume 1658  1176  0  0  2796  1101  1559  0  0  2651 Pk Hr Factor 0.966 0.916 0.000 0.000 0.932 0.933 0.965 0.000 0.000 0.988 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
35,134

DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Aviation Blvd Bet. Artesia Blvd & Robinson St
21:30
21:45
22:00
Total
35,134
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
9/13/2022
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Redondo Beach
Date: Project #: CA22_020254_024