Redondo Beach City Council
December 9, 2025

1 Date: October 27, 2025
To: Public Works and Sustainability Commission
From: Public Works Department
Subject: DISCUSSION OF DIAMOND STREET RESTRIPING BETWEEN PCH

AND PROSPECT AND RUHS ACCESS IMPROVEMENTS
SUMMARY:

As part of the City’s FY2024-2025 budget, the City Council directed staff to study safety and circulation improvements along Diamond Street between PCH and Prospect Avenue to improve traffic operations on City streets around the RUHS area during school peak periods, and possible changes to curbspace on City streets along RUHS’ frontages. The City hired a consultant with substantial experience performing school area traffic/safety studies around the region and country. Existing conditions data were collected, a stakeholder focus group was conducted, an online community meeting was held, and potential improvements were analyzed in cooperation with RBUSD. At this time, the City is proposing minor enhancements to on-street school loading zones on both north and south sides of RUHS, and narrowing existing lanes on Diamond to provide improved bicycle lanes and a dedicated bicycle turning lane into RUHS at Sea Hawk Way. These improvements were also presented at a District 2 community meeting on 10/22/2025. If these improvements are recommended by the Public Works & Sustainability Commission (PWSC) and approved by the City Council, staff will proceed with final design for construction as part of a future slurry seal project on Diamond Street. Noticing of this agenda item was provided to the residents living closest to RUHS entrances along Diamond Street and Vincent Street1.

BACKGROUND:

The City Council directed staff as part of its FY2024-2025 budget motion to investigate potential solutions to RUHS-related traffic concerns along Diamond Street between PCH and Prospect, and potential curbspace use modifications along Diamond Street and City streets along RUHS’ south side frontage near Vincent Street. City staff selected a transportation engineering consultant with national expertise, including experience with school-area projects, to perform the study, community engagement, and design. The process began in Summer 2024 after budget adoption, followed by data collection and community engagement in Fall/Winter 2024. Community engagement consisted of two parts. The first part were focused stakeholder sessions that included City staff, RBUSD staff, community groups, and two selected RUHS students from the Youth Commission.

The second part was an online District 2 community meeting that was noticed to the public 1 Noticing area shown in Attachment 1.

Administrative Report
2 per Attachment 1. Twenty attendees joined the meeting and participated in an interactive survey. After community input was gathered, the project team proceeded with analyzing solutions. City staff met further with RBUSD staff to determine mutually beneficial changes to improve traffic operations and safety. At this time, City staff is presenting proposed solutions to the PWSC and thepublic seeking input. Eventually the City Council will need to determine if further design efforts should proceed.

The project consultant prepared the Redondo Union High Access Study and Design Evaluation Report, which is shown as Attachment 2. The prior draft report was reviewed by City staff and RBUSD staff, and circulated with the District 2 councilmember. The report has been available for public viewing since October 16, 2025 on the City’s website and was included as a QR code in the noticing for this agenda item. The link is also available below:
https://www.redondo.org/departments/public_works/engineering_services/traffic_engine ering/traffic_projects.php
The report contains all data collection (parking, traffic counts, speeds, crashes), community engagement summaries, and recommendations. Copies of the report were also available at the recent District 2 community meeting.

Residents at the 10/22/2025 District 2 community meeting expressed general concerns about RUHS’ size, generated traffic, entrance locations, and on-site traffic procedures.

Although it could not be confirmed directly, many of the residents who attended the meeting lived along Vincent Street. Residents also expressed general favorability to adding an additional pick-up/drop-off zone on-site along Francisca Avenue, which is not within the control of the City. Specific to the City’s project, residents reacted favorably to protected bike lanes that limited parking loss, curb extensions and lane narrowing to reduce speeds, and dedicated bicycle entryways into on-campus bicycle parking.

However, residents were not in favor of expanding pick-up/drop-off spaces along Vincent Park. Residents also requested additional bicycle racks on-campus (RBUSD property) and off-campus (City property) to absorb bike parking demand.

DISCUSSION:

As shown in Figure 9 of the report, the City is proposing to restripe Diamond Street to achieve traffic calming/slower speeds, improved bicycle riding experiences, improved safety, clearer pick-up/drop-off zones, and safer intersections. For Diamond Street, this includes:
 Narrowed vehicular lanes to decrease speeds on Diamond  Parking-protected bicycle lane sections where feasible to improve safety  Buffered bicycle lanes where on-street parking preservation is important  More robust bicycle lane striping to current best practice  Bus stop relocation at Diamond/Helberta (near side to far side) to improve crosswalk compliance and adhere to bus stop best practices  In-street bicycle parking corral near Starbucks to encourage on-street bike riding 3  Dedicated bicycle left-turn lane into Sea Hawk Way, and possibly into future Francisca pick-up/drop-off zone2, to address safety issues  Dedicated bike entry into bike parking areas in RUHS
 Curb extensions and protected median islands at major crosswalk locations along Diamond to simplify turning movements and improve safety  Refreshed pick-up/drop-off zones along Diamond Street to improve usage, to be utilized as short-term parking during the school day for visitors.

The proposed changes on Diamond Street will result in the loss of approximately 12 parking spaces. Only one of those parking spaces is located west of Del Amo Street where parking utilization is high (82/86) during school days. The remaining 11 parking spaces proposed to be removed on Diamond are east of Del Amo Street, where supply exceeds demand by 68 spaces. Some parking space removal is required in order to accommodate the proposed sections of protected/buffered bicycle lanes and the bicycle turn lane.

Limited changes are proposed along RUHS’ southern frontages. This consists of:
 Converting non-standard and underutilized ADA (two spaces) and police (one space) parking along Vincent Park to school peak-period loading to improve curbspace efficiency and traffic circulation, with daytime short-term parking available for members of the public (e.g. school, Vincent Park, etc.) outside of loading zone hours. No existing preferential permit spaces are proposed to be modified or removed.
 Refreshed loading zone signage to improve operations and usability.

Staff would also like to note that RBUSD is embarking on a separate project to create another on-campus pick-up/drop-off zone along the southern extension of Francisca Avenue south of Diamond Street. While this area is owned and controlled by RBUSD, City and RBUSD staff are working together so that their project is amenable to both parties and the community. It is expected that this separate project would absorb some existing demand from other existing loading zones (on and off RUHS property).

Staff is seeking public and Commission input on whether to move forward with the proposed changes along Diamond Street and the south frontage of RUHS. If recommended by the PWSC and approved by the City Council, staff will issue a noticeto-proceed to the consultant to commence preparation of plans and specifications for construction.

COORDINATION:

Coordination of this report took place within the Public Works Department and with prominent staff of the RBUSD. Community engagement was carried out through the District 2 councilmember.
2 As a separate RBUSD project, RUHS is considering installation of an additional pick-up/drop-off zone along Francisca/El Redondo (West). This project will be designed to be compatible with RBUSD’s project. 4 Prepared by:

Ryan Liu, Principal Transportation Engineer
Submitted by:

Andrew Winje, Public Works Director
ATTACHMENTS:
1 – Public Noticing Area
2 – Redondo Union High Access Study and Design Evaluation Report

REDONDO UNION

HIGH ACCESS

STUDY AND
DESIGN
Promoting safer and more accessible options for all users on Diamond Street including Redondo Union High School (RUHS) students, parents, and staff.
1 Table of Contents
Project Introduction .....................................................................................................................................................2 Evaluation of Data ......................................................................................................................................................2 Parking Occupancy .................................................................................................................................................2 Traffic Volumes .......................................................................................................................................................3 Travel Speed ...........................................................................................................................................................6 Crash Trends ..........................................................................................................................................................8 Community Engagement ............................................................................................................................................9 Approach .................................................................................................................................................................9 Summary of Community Input ................................................................................................................................9 Summary of Key Safety Issues ............................................................................................................................... 10 Recommendations ................................................................................................................................................... 12 Summary of Recommendations ........................................................................................................................... 12 Recommended Interventions and Benefits .......................................................................................................... 14 Next Steps ............................................................................................................................................................... 17 2 REDONDO UNION HIGH ACCESS STUDY AND DESIGN
Project Introduction
The Redondo Union High Access Study and Design project focuses on promoting safer and more accessible options for all users on Diamond Street from Pacific Coast Highway to N. Prospect Avenue. This project aims to redefine curbside loading, parking, and multimodal mobility, with an emphasis on Redondo Union High School (RUHS) traffic, by gathering data and community input to identify short-term treatments and provide recommendations on pickup and drop-off zones at El Redondo Avenue and Vincent Park on the south side of the RUHS campus. Upon approval of project recommendations, the project team will develop a 100% signing and striping PS&E package to potentially implement “quick-build” changes as part of the repaving of Diamond Street.

The project aligns with the guiding principles from the City of Redondo Beach’s General Plan Vision 2050 to enhance Community Character and Livability and to achieve greater Health and Vitality throughout the community by:
 Promoting safety and security for its residents and visitors;  Reducing automobile traffic volume and congestion;
 Providing safe, efficient, multimodal transportation that offers alternatives to the car;  Providing walkable and bike-friendly interconnected neighborhoods; and  Promoting active lifestyles for all age groups
Evaluation of Data
Toole Design collected parking occupancy data, traffic volumes, travel speed, and crash data on Diamond Street to identify key issues in the project area and determine the recommended interventions to improve the experience of people walking, biking, driving, and taking transit.

Parking Occupancy
Parking occupancy data was collected on Diamond Street on Wednesday, December 4, 2024, from 7 AM to 7 PM. The time when most people were parked on the street was 9 AM which aligns with the RUHS’s typical Wednesday class start time of 8:30 AM. Figure 1 depicts the parking occupancy percentage by block at 9 AM.

Though the south curb of Diamond Street from N. Gertruda Avenue to Del Amo Street/ N. Juanita Avenue right in front of RUHS was fully occupied (a total of 46 parking spots) and the north curb from Pacific Coast Highway to Del Amo Street/ N. Juanita Avenue had 36 out of 40 spots filled, 68 spots remained vacant from Del Amo Street/ N. Juanita Avenue to Prospect Avenue to the east.

See Appendix A for a detailed table of the parking occupancy along Diamond Street. 3 Figure 1. Parking Occupancy on Diamond Street at 9 AM (Wednesday, December 4, 2024) Traffic Volumes
The project team collected turning movement counts
at five (5) key intersections on Diamond Street to
assess potential traffic impacts and determine where
potentially unsafe conflicts are occurring. The
intersections included: N. Francisca Avenue, N.

Helberta Avenue, Sea Hawk Way, Del Amo Street/ N.

Juanita Avenue, and N. Lucia Avenue.

During the morning peak hour when the greatest
number of people are traveling on Diamond St, from
7:45 AM to 8:45 AM, one of the most notable conflicts
was at the uncontrolled Diamond Street/Sea Hawk
Way intersection between westbound left-turning
bicyclists and motorists also making the same left turn and motorists traveling eastbound (Figure 2). There
was a total of 141 people biking turning left as
compared to 131 vehicles making the same left turn.

The project team visited the site during arrival and
dismissal times on October 29, 2024, and observed
that people biking would ride next to and in front of
turning vehicles while navigating the turn at the same
time and entering the same receiving lane.

Students getting off at the nearside
westbound bus stop regularly cross Diamond
Street at Helberta Avenue where there is no
crosswalk.
4 A second notable conflict that was observed included people crossing Diamond Street on the east leg of N Helberta Ave as shown in Figure 3. Collected data showed 171 people making this crossing, even though no crosswalk exists on the east approach. The westbound bus stop is located nearside on the north side of the intersection and the most direct path across Diamond Street is the unmarked crossing on the east side.

Lastly, a common sighting during the morning and afternoon observations were students biking in groups to and from school. The students would typically bike in the adjacent travel lane due to space constraints of the bike lane.

See Appendix B for detailed traffic volume data at the peak periods of the five (5) intersections.

Figure 2. Volumes at Diamond Street & Sea Hawk Way in the AM peak period 5 Figure 3. Volumes at Diamond Street & N Helberta Avenue 6 Travel Speed
The posted speed limit along Diamond Street is 30 miles per hour (mph) in both the eastbound and westbound directions and 25 mph during school arrival and dismissal. Vehicular travel speeds were collected along the corridor at the same time the turning movement counts and parking occupancy were collected. Figure 4 depicts the average speed of vehicles traveling along various locations along the corridor on December 4, 2024.

The 85th percentile speed is the speed at or below which 85 percent of all vehicles are observed to travel and has historically been used to set speed limits. For all locations, the 85th percentile ranged from 32 to 35 mph with the highest 85th percentile being along the eastbound direction between N Guadalupe Avenue and N Gertruda Avenue.

On average, vehicles travel at or below the 30-mph speed limit. Speed surveys, however, confirmed that a few motorists travel more than 45 mph, at the western end of the corridor. Though this is less than 1% of all vehicles, the time of day at which they sped included 5 AM and in the afternoon around the time of dismissal (3 PM) until 8 PM.

See Appendix C for a detailed speed survey.
7 Figure 4. Average Speed of Vehicles on Diamond Street 8 Crash Trends
Using the Transportation Injury Mapping System (TIMS) Crash Data (Dec 2019 – June 2024) and additional crash data provided by Redondo Beach Traffic Engineering, showed that there were 17 total reported crashes on Diamond Street. An analysis of the last 5 years’ worth of collision data demonstrated that crashes involving people biking and walking made up 47% of total crashes recorded along Diamond Street. In addition, 63% of crashes resulting in minor injuries included bicyclists. Figure 5 shows that more crashes occurred during school arrival and dismissal times than any other time of day.

Figure 5. Crashes along Diamond Street by Hour (December 2019 – June 2024) Figure 6 depicts the location of all crashes involving people biking and walking and their severity. On Diamond Street, most crashes occur at an intersection where people walking, rolling, biking, and driving have the most conflicts.

Figure 6. Crash Location and Severity Involving People Walking and Biking 9 Community Engagement
Approach
The project team led three virtual engagement events to gather input from the community on key issues the data may not have captured.

Stakeholder Meeting – January 8, 2025
The project team met with key City staff to discuss traffic safety and operations, including representatives of the Parent Teacher Association, the Redondo Beach Unified School District, the Redondo Beach Fire Department, the South Bay Bicycle Coalition, and the Redondo Beach Police Department. The community event included a presentation outlining background and preliminary data analysis and concluded with a discussion with guiding questions.

Stakeholder Meeting (Students) – January 16, 2025
A second stakeholder meeting was held to gather input from students. The school chose two students with diverse backgrounds, one who walked to school and one who took public transit or was driven to school, to meet with the team and provide input. The meeting included a presentation outlining background and preliminary data analysis and had guiding questions throughout the presentation to encourage discussion throughout.

Community Meeting – February 19, 2025
In addition to the presentation, the community meeting used Mentimeter, an interactive polling site to gather feedback during the presentation. The community meeting consisted of:
o 16 neighbors – largely residents living on the other side of RUHS along Vincent Street o 1 parent and neighbor, and
o 3 people who identified as “other”.

Summary of Community Input
Below is a summary of additional concerns brought up by community members during the Stakeholder and Community Meetings.
 All-way stop-controlled intersections
o People walking feel unsafe crossing Diamond Street because they must cross in front of multiple lanes of traffic, both for motor vehicles and bikes.
o The Del Amo Street / N. Juanita Avenue & Diamond Street intersection can feel chaotic during the morning.
o People biking tend to not stop at stop signs.
o People driving tend to run the stop sign at N Francisca Avenue going westbound towards Pacific Coast Highway, possibly to catch a green signal for Diamond Street at PCH, since the green signal is visible from a distance (this was highlighted in a letter from a resident to the City).  Bus Stops
o The bus is full by the time it reaches the Sea Hawk Way stop in the afternoon, so most students wait by the Pacific Coast Highway stop instead.
o There is a need for better bus transportation options to accommodate students' schedules. o It is difficult to see around the westbound bus that stops at Helberta Avenue if you are driving westbound as well.
 Bike Parking
10 o While e-bikes can be an issue due to reckless riders, the bigger issue with e-bikes is the overcrowding and traffic congestion caused by having a single central parking location for bikes at Sea Hawk Way.
 Conflicts
o Students go to Starbucks after school and bike and park on the sidewalk causing bike and pedestrian conflicts.
o The Sea Hawk Way entrance is congested with people trying to enter and exit (bicyclists, vehicles, pedestrians).
o Double parking in the bike lanes.
 Near-misses and Speeding
o When asked to identify any locations where community members had experienced or witnessed a near-miss, many of the points placed were at intersections as shown in Figure 7. o The students mentioned speeding issues, particularly on Juanita Avenue and downhill towards Pacific Coast Hwy.

Figure 7. Locations of Potential Near-Misses in the Project Area (Redondo Union Access Study and Design Community Meeting – February 19, 2025)
Summary of Key Safety Issues
Figure 8 summarizes the key safety issues on Diamond Street.

N Paulina Ave
N Helberta Ave
Long crossings in front of three lanes of
traffic and two bike lanes for people
walking across Diamond St.

Bikes turning left next to
and in front of left
turning vehicles
People on bikes riding
on the sidewalk to
park at Starbucks
handrail People riding bikes coming
from trail connection must
cross large intersection of
Prospect Ave
People driving through stop signs without stopping,
potentially because the intersections without stop
signs look similar. At Francisca, people often do not
stop at the westbound stop sign so that they can
catch the green signal at PCH. Figure 8. Summary of Key Safety Issues Transit riders crossing on
the east leg of Helberta Ave
with no crosswalk
12 Recommendations
Summary of Recommendations
Figure 9 summarizes the recommended interventions on Diamond Street and in the project area.

Clear Space and Parking Impacts
Clear space leading up to intersections and alleyways is required to provide appropriate sight distance for approaching vehicles and bicyclists to see each other so that each user can anticipate and avoid a potential collision with crossing traffic. This “clear sight triangle” should be kept clear of obstructions, including parked vehicles. At intersections, 50 ft of clear space is recommended. At alleyways, 20 ft of clear space is recommended.

The proposed design has minimal impacts on the parking on Diamond Street to the west of Del Amo Street/ N.

Juanita Avenue with the potential removal of one (1) parking spot. East of Del Amo Street/ N. Juanita Avenue, about 11 parking spots are impacted. As stated in the Parking Occupancy section of this report, 68 vacant spots remained east of Del Amo Street/ N. Juanita Avenue during the most heavily parked time of the day while 4 vacant spots remained to the west of Del Amo Street/ N. Juanita Avenue. The parking loss is equal to or less than the current number of vacant spots on Diamond Street per the parking occupancy data. As documented in the collected parking occupancy data, the corridor has substantial parking availability today, and while the design would reduce some parking spaces, parking would remain available throughout a typical school day.

Additional curb space for
pickup and drop-off by
converting ADA parking
to school loading zone.

Parking-protected
bike lane* N Paulina Ave
Buffered bike lane*
Additional bike parking
along the perimeter of
RUHS and at Starbucks
to discourage sidewalk
riding.*
Future RUHS project for pickup
and drop-off on Francisca Ave.

Details to be determined
between City and RBUSD. 10' 8' 10' 10' 5' 8'

BIKE LANE

BIKE LANE

BICYCLE ENTRANCE/EXIT

REMOVE EXISTING FENCE

FLEXIBLE DELINEATORS
14'
2'
11'
150'

ON-STREET PARKING

ON-STREET
PARKING 5' 8'
13'
Sea Hawk Way Design -
Appendix E 8' 5' 10' 8' 10' 5' 8' 8' 5' 10' 8' 10' 5' 5' 5'

RUHS ASPHALT ART

CURB EXTENSION WITH

RUBBER CURB

BUFFERED BIKE LANE
PARKING-PROTECTED BIKE LANE3' 7' 8'
Del Amo St - Appendix E
(Applies to Francisca Ave)
Curb extensions
and asphalt art at
all-way stops* 1
2 1
2 Bike lane, no buffer*
Relocate WB bus stop
west of the intersection
N Helberta Ave
Figure 9. Summary of Recommendations
Conflict markings
at the intersection*
Additional loading zone
signage.

Reconfigure existing
loading zone and
parking restrictions. *Image can also be found in Appendix E.

Parking
removal (1)
Parking
removal (1)
Parking
removal (2)
Parking
removal (2)
Parking
removal (1)
Parking
removal (1)
Parking
removal (4)
14 Recommended Interventions and Benefits

KEY ISSUE INTERVENTION(S) BENEFIT
ADDITIONAL DROPOFF/PICKUP
AREAS
The Sea Hawk Way
entrance congested with
people trying to enter and
exit (bicyclists, vehicles,
pedestrians).

Remove 2 ADA spaces and
1 police parking space on
Vincent Park loop and
convert to 7:45-8:45 am
and 3:00-4:00pm loading
with 2-hour parking
between loading times. No
restrictions outside of
school hours. Maintain 1
ADA space near building
door.

Future RUHS project for
pickup and drop-off area on
Francisca Ave.

Shift existing loading zone
on south side of Diamond
St closer to school building
next to existing bus stop.

Change parking restrictions
to 7:45-8:45 and 3:00-
4:00pm loading with 1-hour
parking between loading
times. No restrictions
outside of school hours.

By providing multiple
pickup and drop-off
locations, the Sea Hawk
Way entrance will see less
demand and improve
congestion and safety.
15 KEY ISSUE INTERVENTION(S) BENEFIT

IMPROVED

PEDESTRIAN

CROSSING DESIGN
People walking across
Diamond Street must
navigate across long
crossings with multiple
conflict zones.

Install curb extensions at
the following crossings on
Diamond Street: Francisca
Avenue, Helberta Avenue,
Del Amo Street/ N. Juanita
Avenue, N. Lucia Avenue,
N. Paulina Avenue.

Install pedestrian refuges at
the following crossings on
Diamond Street: Francisca
Avenue (east side), Del
Amo Street/ N. Juanita
Avenue, and N. Lucia
Avenue (west side). See
City’s level of service
analysis determining
feasibility of turn lane
removal along Diamond St.

Install high-visibility
crosswalks at all existing
marked crossings on
Diamond Street and its side
streets in the project area.

Curb extensions shorten
crossing distances and
provide better visibility for
pedestrians crossing, a
pedestrian refuge
provides a waiting area to
help people navigate two
directions of traffic.

ADDITIONAL BIKE

PARKING
Overcrowding and traffic
congestion due to only two
parking locations for bikes
– one at Sea Hawk Way
and another on Francisca
Ave.

Students go to Starbucks
after school and bike and
park on the sidewalk
causing bike and
pedestrian conflicts.

Install bike parking around
the perimeter of RUHS (the
project team will work with
RUSD to identify final
locations).

Install on-street corral for
bikes in the red curb by the
Starbucks driveway.

See Appendix E for an
example of bicycle parking.

By providing multiple
convenient bike parking
locations, the Sea Hawk
Way entrance will see less
demand and improve
congestion and safety.

This also reduces the
conflicts between people
walking and biking on the
sidewalk east of the
Starbucks.

ASPHALT ART AT

ALL-WAY STOP

INTERSECTIONS
People biking tend to not
stop at stop signs.

People driving tend to run
the stop sign at N
Francisca Avenue going
Install asphalt art at the
pedestrian refuges and
potentially the curb
extensions where they’re
proposed. See Appendix E
Providing asphalt art at
all-way stop-controlled
intersections gives drivers
an additional indication of
16 KEY ISSUE INTERVENTION(S) BENEFIT
westbound towards Pacific
Coast Hwy.
for an example of asphalt
art at all-way stop
intersections.
an all-way stop
intersection.

RELOCATION OF

WB BUS STOP AT

HELBERTA AVE
The westbound bus stop is
located on the east side of
the intersection which
encourages riders to cross
Diamond Street in the
unmarked crossing on the
east side.

It is difficult to see
pedestrians crossing
around the westbound bus
that stops at Helberta
Avenue if you are driving
westbound due to buses
obstructing the view of
crossing students.

Relocate the WB bus stop
at Helberta Avenue to the
far side of the intersection.

Improves the visibility of
pedestrians crossing the
crosswalk on the west leg.

Encourages people taking
transit to use the existing
marked crossing and curb
ramps at this intersection.

PARKINGPROTECTED BIKE

LANES ON THE

SOUTH SIDE OF

THE STREET
People double park in the
bike lanes.

Install parking-protected
bike lanes on the south side
of Diamond Street. See
Appendix E for an example
of parking-protected bike
lanes.

Protected bike lanes
discourage double parking
and provides a safer,
protected area for people
to bike without vehicular
conflict between
intersections.

BUFFERED BIKE

LANES ON THE

NORTH SIDE OF

THE STREET
Students biking in groups
to and from school. The
students would typically
bike in the adjacent travel
lane due to space
constraints of the bike
lane.

Install bike lanes with a 5’
buffer on the north side of
Diamond Street. See
Appendix E for an example
of buffered bike lanes.

Buffered bike lanes
provide additional space
for people biking while
maintaining curbside
parking

LEFT TURN BIKE

LANE AND

DEDICATED

RECEIVING LANE

AT SEA HAWK WAY
Left-turning bicyclists
going westbound on
Diamond Street turning
into Sea Hawk Way at the
uncontrolled intersection.

People biking ride next to
and in front of turning
Install dedicated left turn
lane and receiving lane for
people biking at Sea Hawk
Way to separate bike traffic
from vehicular traffic as
shown on Figure 9.

Dedicated lanes for
people biking separate
and decrease the conflict
zones between the two
modes of transportation.
17 KEY ISSUE INTERVENTION(S) BENEFIT
vehicles while navigating
the turn at the same time
and entering the same
receiving lane.

GREEN CONFLICT

MARKINGS
Some crashes along
Diamond Street involving
people biking were due to
vehicles striking people
biking at intersections.

Install conflict markings at
all intersections where bike
lanes continue through the
intersection. The City has
used green conflict
markings for other
bikeways, such as Beryl
Street’s Class II bike lanes
from PCH to Flagler Lane.

See Appendix E for an
example of green conflict
markings.

Conflict markings alert
people driving and biking
to potential conflict areas.

Next Steps
The project team’s primary goal for the Redondo Union Access Study and Design was to identify “quick-build” interventions that would provide the highest impact to the safety and efficient access of the RUHS area. This report serves to demonstrate how the community engagement process and the data analysis led to the identification of targeted safety countermeasures on Diamond Street. The project team recommends continuing to 60% design of the project to implement countermeasures so that enhancements can installed quickly, tested and evaluated, and modified as required before more permanent and capital-intensive measures are designed and constructed.
18 A. PARKING OCCUPANCY
Project ID: 24-020420 Date: 12/4/2024
City: Redondo Beach, CA Day: Wednesday
Segment Street From To Curb Type Side of the Street Marked/ Unmarked Restriction Measurement (ft.) / # of Spaces (if Marked) Approximate Spaces 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM Diamond Street Pacific Coast Hwy Francisca Avenue Regular S Unmarked No Parking Monday 8am-9pm 170' 9 3 6 5 6 7 7 2 6 7 1 1 0 Diamond Street Pacific Coast Hwy Francisca Avenue Regular S Marked No Parking Thursday 11am-2pm/Tow-Away
No Parking 7:45am-8:45am & 2:15pm-3:15pm
School Days Only
4 2 1 4 4 4 4 4 4 4 1 1 2
Diamond Street Pacific Coast Hwy Francisca Avenue Red S Unmarked Illegal Parking - - 0 0 0 1 1 0 0 1 1 0 0 0 Diamond Street Francisca Avenue Sea Hawk Way Regular S Marked No Parking Thursday 11am-2pm 10 7 10 10 9 9 8 7 8 7 5 5 4 Diamond Street Francisca Avenue Sea Hawk Way Regular S Marked Tow-Away No Parking 7:30am-3:30pm School Days Only 13 13 13 13 13 13 13 3 10 5 3 4 3 OSP-003 Diamond Street Sea Hawk Way Del Amo Street Regular S Marked No Parking Thursday 11am-2pm 23 22 23 23 22 22 21 15 20 18 13 14 12 OSP-004 Diamond Street Del Amo Street Prospect Avenue Regular S Unmarked No Parking Thursday 11am-2pm 962' 48 11 11 14 15 14 14 10 12 12 8 8 8OSP-005 Diamond Street Prospect Avenue Del Amo Street Regular N Unmarked No Parking Friday 11am-2pm 908' 45 29 18 16 16 16 16 19 7 8 6 6 6OSP-006 Diamond Street Del Amo Street Helberta Avenue Regular N Marked No Parking Friday 11am-2pm 17 14 16 16 14 16 14 14 15 14 14 15 13 Diamond Street Helberta Avenue Pacific Coast Hwy Regular N Marked No Parking Friday 11am-2pm 18 13 16 18 17 15 15 13 13 10 7 7 7Diamond Street Helberta Avenue Pacific Coast Hwy Regular N Unmarked Parking by Permit Only everyday 8am- 10am/No Parking Friday 11am-2pm 90' 5 3 3 2 2 2 2 3 3 3 3 3 3 Diamond Street Helberta Avenue Pacific Coast Hwy Red N Unmarked Illegal Parking - - 0 2 0 0 0 0 0 0 0 0 0 0 Notes: OSP-001 & OSP-007 - Vehicles illegally parked at the red curb during the study OSP-002 (Tow-Away No Parking 7:30am-3:30pm School Days Only) - Buses occupying 2 spaces but counted as 1 occupancy from 4:00pm-6:00pm.

OSP-007OSP-001OSP-002
Prepared by National Data & Surveying Services
Parking Study
19 B. TRAFFIC VOLUMES
Prepared by National Data & Surveying Services
ID: 24-020419-005 Day:

City: Redondo Beach Date:

AM 15 183 7 15 AM
NOON 0 0 0 0 NOON
PM 16 169 6 3 PM

AM NOON PM PM NOON AM
0 1 0 0 0 14 0 0
1 0 0 0
0 0 0 0 0 4 0 1
12 0 11 0 TEV 478 0 457 0 0 0 0
0 0 0 1 PHF 0.67 0.69
21 0 22 0
0 0 1 0

AM NOON PM PM NOON AM
PM 3 12 196 1 PM
NOON 0 0 0 0 NOON
AM 4 11 204 5 AM
0 NONE
03:00 PM - 04:00 PM 224
Diamond St & N Francisca Ave
Peak Hour Turning Movement Count
Diamond St Wednesday
SOUTHBOUND 12/4/2024

PEAK HOURS
2:00 PM - 07:00 PM
07:45 AM - 08:45 AM 231 6:00 AM - 09:00 AM

COUNT PERIODS
NONE
7 0 12
Totals (AM) 198 Total Bikes (AM)
N Francisca Ave

EASTBOUND

WESTBOUND
N Francisca Ave
26 0 28

CONTROL
4-Way Stop
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 209

NORTHBOUND
Diamond St
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
29 0
20 12
0 8
120 45130
36 22
0 73
60 0
9 140 4950 73
9 3
0 9
1 0
0198
0123
0 0
0 0
0 0
000
000
3 1
0 1
2 4
1521
0239
14 0
22 4
0 11
161696
121961
0 0
0 0
0 0
000
000
0 0
21 1
0 12
151837
112045
Prepared by National Data & Surveying Services
ID: 24-020419-004 Day:

City: Redondo Beach Date:

AM 71 198 0 3 AM
NOON 0 0 0 0 NOON
PM 43 183 0 4 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
10 0 8 0 TEV 520 0 474 0 0 0 0
0 0 0 1 PHF 0.68 0.62
10 0 14 0
0 0 1 0

AM NOON PM PM NOON AM
PM 1 12 209 0 PM
NOON 0 0 0 0 NOON
AM 3 16 209 0 AM
0 NONE
03:00 PM - 04:00 PM 221
Diamond St & N Helberta Ave
Peak Hour Turning Movement Count
Diamond St Wednesday
SOUTHBOUND 12/4/2024

PEAK HOURS
2:00 PM - 07:00 PM
07:45 AM - 08:45 AM 222 6:00 AM - 09:00 AM

COUNT PERIODS
NONE
0 0 0
Totals (AM) 198 Total Bikes (AM)
N Helberta Ave

EASTBOUND

WESTBOUND
N Helberta Ave
87 0 55

CONTROL
3-Way Stop(NB/SB/EB)
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 211

NORTHBOUND
Diamond St
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
11 0
31 49
0 8
90 7120
112
0 0
0 0
0 0
20 17100 6
0 0
2 0
0 0
0260
1260
0 0
0 0
0 0
000
000
0 0
0 0
0 1
0250
0320
0 0
14 0
0 8
431830
122090
0 0
0 0
0 0
000
000
0 0
10 0
0 10
711980
162090
Prepared by National Data & Surveying Services
ID: 24-020419-001 Day:

City: Redondo Beach Date:

AM 0 257 129 2 AM
NOON 0 0 0 0 NOON
PM 0 207 70 9 PM

AM NOON PM PM NOON AM
0 1 0 0 0 59 0 139
1 0 0 0
0 0 0 0 0 22 0 14
0 0 0 0 TEV 763 0 593 0 4 0 0
0 0 0 0 PHF 0.69 0.64
0 0 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 3 0 171 48 PM
NOON 0 0 0 0 NOON
AM 1 0 173 48 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 272

NORTHBOUND
Diamond St
Totals (NOON) Total Bikes (NOON)
NONE
122 0 177
Totals (AM) 232 Total Bikes (AM)
Sea Hawk Way

EASTBOUND

WESTBOUND
Sea Hawk Way
0 0 0

CONTROL
1-Way Stop(WB)
0 NONE
03:00 PM - 04:00 PM 239
Diamond St & Sea Hawk Way
Peak Hour Turning Movement Count
Diamond St Wednesday
SOUTHBOUND 12/4/2024

PEAK HOURS
2:00 PM - 07:00 PM
07:45 AM - 08:45 AM 314 6:00 AM - 09:00 AM

COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
0 0
0 0
0 0
10 800
5 49
0 7
11 0
13 00 100 1
89 0
0 21
0 0
051
0205
0 0
0 0
0 0
000
000
0 0
0 1
0 0
024141
0924
59 0
0 22
0 0
020770
017148
0 0
0 0
0 0
000
000
139
0 0 14
0 0
0257129
017348
Prepared by National Data & Surveying Services
ID: 24-020419-003 Day:

City: Redondo Beach Date:

AM 11 201 24 0 AM
NOON 0 0 0 0 NOON
PM 15 127 17 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 20 0 6
1 50 0 36
1 0 0 0 0 120 0 123
5 0 9 0 TEV 820 0 656 0 0 0 0
72 0 46 1 PHF 0.70 0.69
43 0 18 0
0 0 1 0

AM NOON PM PM NOON AM
PM 1 9 100 124 PM
NOON 0 0 0 0 NOON
AM 3 19 145 131 AM
0 NONE
03:00 PM - 04:00 PM 129
Diamond St & Del Amo St/N Juanita Ave
Peak Hour Turning Movement Count
Diamond St Wednesday
SOUTHBOUND 12/4/2024

PEAK HOURS
2:00 PM - 07:00 PM
07:45 AM - 08:45 AM 156 6:00 AM - 09:00 AM

COUNT PERIODS
NONE
187 0 227
Totals (AM) 266 Total Bikes (AM)
Del Amo St/N Juanita Ave

EASTBOUND

WESTBOUND
Del Amo St/N Juanita Ave
67 0 74

CONTROL
4-Way Stop
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 370

NORTHBOUND
Diamond St
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
7 0
24 23
0 6
190 4320
45 59
0 2
6 0
24 20 410 7
5 2
0 0
2 1
042
5979
0 0
0 0
0 0
000
000
0 1
4 3
2 0
01551
162
20 50
18 120
46 9
1512717
9100124
0 0
0 0
0 0
000
000
6 36
43 123
72 5
1120124
19145131
Prepared by National Data & Surveying Services
ID: 24-020419-002 Day:

City: Redondo Beach Date:

AM 17 221 34 0 AM
NOON 0 0 0 0 NOON
PM 10 132 12 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 39 0 19
1 33 0 41
0 0 0 0 0 6 0 2
9 0 12 0 TEV 554 0 418 0 0 0 0
37 0 30 1 PHF 0.65 0.64
18 0 9 0
0 0 1 0

AM NOON PM PM NOON AM
PM 1 4 123 7 PM
NOON 0 0 0 0 NOON
AM 0 15 135 6 AM
0 NONE
03:15 PM - 04:15 PM 174
Diamond St & N Lucia Ave
Peak Hour Turning Movement Count
Diamond St Wednesday
SOUTHBOUND 12/4/2024

PEAK HOURS
2:00 PM - 07:00 PM
07:45 AM - 08:45 AM 163 6:00 AM - 09:00 AM

COUNT PERIODS
NONE
49 0 77
Totals (AM) 148 Total Bikes (AM)
N Lucia Ave

EASTBOUND

WESTBOUND
N Lucia Ave
73 0 47

CONTROL
4-Way Stop
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 241

NORTHBOUND
Diamond St
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
7 0
24 22
0 7
10 410
8 39
0 0
5 0
13 30 230 14
4 0
1 0
0 0
041
11062
0 0
0 0
0 0
000
000
0 0
1 0
1 0
015511
150
39 33
9 6
30 12
1013212
41237
0 0
0 0
0 0
000
000
19 41
18 2
37 9
1722134
151356
20 C. TRAVEL SPEED
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_003
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 0:00 0 0 0 1 3 3 0 0 0 0 0 0 0 7 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 1 4 4 0 0 0 0 0 0 0 9 1:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 2 1 0 0 0 0 0 0 4 0 0 0 0 1 3 1 0 0 0 0 0 0 5 2:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 1 2 0 0 0 0 0 0 0 0 3 3:00 0 0 1 2 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 1 3 0 0 0 0 0 0 0 0 0 4 4:00 0 0 0 2 5 2 0 0 0 0 0 0 0 9 0 0 0 0 1 3 0 0 0 0 0 0 0 4 0 0 0 2 6 5 0 0 0 0 0 0 0 13 5:00 0 0 2 5 5 2 0 0 0 0 0 0 0 14 0 0 0 4 10 1 2 1 0 0 0 0 0 18 0 0 2 9 15 3 2 1 0 0 0 0 0 32 6:00 0 2 6 13 23 7 1 0 0 0 0 0 0 52 0 1 2 18 17 3 2 0 0 0 0 0 0 43 0 3 8 31 40 10 3 0 0 0 0 0 0 95 7:00 2 3 14 52 56 23 3 0 0 0 0 0 0 153 8 2 15 58 46 9 0 0 0 0 0 0 0 138 10 5 29 110 102 32 3 0 0 0 0 0 0 291 8:00 7 10 33 73 46 18 0 0 0 0 0 0 0 187 7 22 45 88 46 15 0 0 0 0 0 0 0 223 14 32 78 161 92 33 0 0 0 0 0 0 0 410 9:00 0 2 5 25 35 13 1 0 0 0 0 0 0 81 3 3 4 32 38 17 2 0 0 0 0 0 0 99 3 5 9 57 73 30 3 0 0 0 0 0 0 180 10:00 2 3 4 34 30 8 1 0 0 0 0 0 0 82 3 2 12 25 48 12 1 0 0 0 0 0 0 103 5 5 16 59 78 20 2 0 0 0 0 0 0 185 11:00 1 4 5 19 43 20 0 0 0 0 0 0 0 92 2 6 8 32 49 11 1 0 0 0 0 0 0 109 3 10 13 51 92 31 1 0 0 0 0 0 0 201 12:00 1 4 7 32 58 14 0 0 0 0 0 0 0 116 1 3 10 24 36 11 2 0 0 0 0 0 0 87 2 7 17 56 94 25 2 0 0 0 0 0 0 203 13:00 0 4 13 39 41 12 1 0 0 0 0 0 0 110 1 7 21 39 51 17 1 0 0 0 0 0 0 137 1 11 34 78 92 29 2 0 0 0 0 0 0 247 14:00 2 2 16 51 45 10 3 0 0 0 0 0 0 129 0 5 5 40 52 12 0 0 0 0 0 0 0 114 2 7 21 91 97 22 3 0 0 0 0 0 0 243 15:00 3 17 39 87 73 10 1 0 0 0 0 0 0 230 28 20 31 69 60 11 0 1 0 0 0 0 0 220 31 37 70 156 133 21 1 1 0 0 0 0 0 450 16:00 2 3 14 50 63 23 5 0 0 0 0 0 0 160 3 5 13 35 58 17 0 0 0 0 0 0 0 131 5 8 27 85 121 40 5 0 0 0 0 0 0 291 17:00 0 2 13 51 86 22 3 0 0 0 0 0 0 177 2 8 3 39 45 11 1 1 0 0 0 0 0 110 2 10 16 90 131 33 4 1 0 0 0 0 0 287 18:00 3 7 8 54 49 24 3 0 0 0 0 0 0 148 2 2 9 35 37 13 1 1 0 0 0 0 0 100 5 9 17 89 86 37 4 1 0 0 0 0 0 248 19:00 2 3 6 38 38 10 3 0 0 0 0 0 0 100 0 7 12 39 29 6 0 1 0 0 0 0 0 94 2 10 18 77 67 16 3 1 0 0 0 0 0 194 20:00 1 1 7 33 25 11 0 0 0 0 0 0 0 78 3 0 5 32 20 1 0 1 0 0 0 0 0 62 4 1 12 65 45 12 0 1 0 0 0 0 0 140 21:00 1 1 7 48 18 2 0 0 0 0 0 0 0 77 2 2 9 26 19 2 0 0 0 0 0 0 0 60 3 3 16 74 37 4 0 0 0 0 0 0 0 137 22:00 0 2 1 6 7 0 2 0 0 0 0 0 0 18 0 1 1 8 12 2 0 0 0 0 0 0 0 24 0 3 2 14 19 2 2 0 0 0 0 0 0 42 23:00 0 0 2 3 3 0 0 0 0 0 0 0 0 8 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2 4 4 0 0 0 0 0 0 0 0 10 Totals 27 70 203 719 752 235 27 0 0 0 0 0 0 2,033 65 96 205 645 679 177 14 6 0 0 0 0 0 1,887 92 166 408 1,364 1,431 412 41 6 0 0 0 0 0 3,920 % of Totals 1% 3% 10% 35% 37% 12% 1% 100% 3% 5% 11% 34% 36% 9% 1% 0.32% 100% 2% 4% 10% 35% 37% 11% 1% 0.15% 100% 00:00 - 12:00 12 24 70 227 246 97 6 0 0 0 0 0 0 682 23 36 86 258 259 74 9 1 0 0 0 0 0 746 35 60 156 485 505 171 15 1 0 0 0 0 0 1428 % 1% 1% 3% 11% 12% 5% 0% 0% 0% 0% 0% 0% 0% 34% 1% 2% 4% 13% 13% 4% 0% 0% 0% 0% 0% 0% 0% 37% 2% 3% 8% 24% 25% 8% 1% 0% 0% 0% 0% 0% 0% 70% Peak Hour 7:45 8:15 7:45 7:45 7:00 7:00 6:45 0:00 0:00 0:00 0:00 0:00 0:00 7:45 7:30 7:45 7:30 7:45 10:45 9:15 4:30 4:30 0:00 0:00 0:00 0:00 0:00 7:45 7:45 8:15 7:45 7:45 7:00 7:45 6:00 4:30 0:00 0:00 0:00 0:00 0:00 7:45 Peak Volume 9 11 36 83 56 23 3 0 0 0 0 0 0 215 10 23 45 104 53 21 2 1 0 0 0 0 0 237 19 33 81 187 102 35 3 1 0 0 0 0 0 452 12:00 - 24:00 15 46 133 492 506 138 21 0 0 0 0 0 0 1351 42 60 119 387 420 103 5 5 0 0 0 0 0 1141 57 106 252 879 926 241 26 5 0 0 0 0 0 2492 % 1% 2% 7% 24% 25% 7% 1% 0% 0% 0% 0% 0% 0% 66% 2% 3% 6% 19% 21% 5% 0% 0% 0% 0% 0% 0% 0% 56% 3% 5% 12% 43% 46% 12% 1% 0% 0% 0% 0% 0% 0% 123% Peak Hour 18:45 15:15 15:00 15:00 17:00 17:45 16:00 12:00 12:00 12:00 12:00 12:00 12:00 15:00 15:00 14:45 15:15 15:00 16:15 15:45 12:00 17:15 12:00 12:00 12:00 12:00 12:00 15:00 15:00 15:15 15:15 15:00 16:15 15:45 17:45 17:15 12:00 12:00 12:00 12:00 12:00 15:00 Peak Volume 4 19 39 87 86 25 5 0 0 0 0 0 0 230 28 22 33 69 63 19 2 2 0 0 0 0 0 220 31 39 71 156 135 40 6 2 0 0 0 0 0 450 07:00 - 09:00 9 13 47 125 102 41 3 0 0 0 0 0 0 340 15 24 60 146 92 24 0 0 0 0 0 0 0 361 24 37 107 271 194 65 3 0 0 0 0 0 0 701 % 0% 1% 2% 6% 5% 2% 0% 0% 0% 0% 0% 0% 0% 17% 1% 1% 3% 7% 5% 1% 0% 0% 0% 0% 0% 0% 0% 18% 1% 2% 5% 13% 10% 3% 0% 0% 0% 0% 0% 0% 0% 34% Peak Hour 7:45 8:00 7:45 7:45 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 7:30 7:45 7:30 7:45 7:00 8:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 7:45 7:45 7:45 7:45 7:00 7:45 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 Peak Volume 9 10 36 83 56 23 3 0 0 0 0 0 0 215 10 23 45 104 46 15 0 0 0 0 0 0 0 237 19 32 81 187 102 35 3 0 0 0 0 0 0 452 16:00 - 18:00 2 5 27 101 149 45 8 0 0 0 0 0 0 337 5 13 16 74 103 28 1 1 0 0 0 0 0 241 7 18 43 175 252 73 9 1 0 0 0 0 0 578 % 0% 0% 1% 5% 7% 2% 0% 0% 0% 0% 0% 0% 0% 17% 0% 1% 1% 4% 5% 1% 0% 0% 0% 0% 0% 0% 0% 12% 0% 1% 2% 9% 12% 4% 0% 0% 0% 0% 0% 0% 0% 28% Peak Hour 16:00 16:00 16:00 16:15 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 17:00 16:15 16:30 16:00 16:15 16:15 16:00 17:00 16:45 16:00 16:00 16:00 16:00 16:00 16:15 16:00 16:30 16:00 16:15 16:15 16:00 16:00 16:45 16:00 16:00 16:00 16:00 16:00 16:15 Peak Volume 2 3 14 55 86 23 5 0 0 0 0 0 0 177 4 9 13 40 63 17 1 1 0 0 0 0 0 140 5 12 27 95 135 40 5 1 0 0 0 0 0 307 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Guadalupe Ave & N Gertruda Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total

HOURLY BREAKDOWNSTATISTICS
Direction Percentiles 15th 50th Average 85th 95th ADT
1887
TOTALS 24 30 29 35 38 3920
SOUTHBOUND 23 29 29 34 38
NORTHBOUND 25 30 30 35 38 2033
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_003
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Guadalupe Ave & N Gertruda Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total
0:00 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0:15 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0:30 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 2 0 0 0 0 0 0 0 3 0:45 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 2 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 0 0 1 0 1 0 0 0 0 0 0 2 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1:45 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2:15 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 2 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 4:15 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 1 1 2 0 0 0 0 0 0 0 4 4:30 0 0 0 0 2 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 3 4:45 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 0 0 0 4 5:00 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 0 0 2 1 0 1 0 0 0 0 0 0 4 0 0 0 3 1 1 1 0 0 0 0 0 0 6 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1 1 0 0 0 0 0 5 0 0 0 1 2 0 1 1 0 0 0 0 0 5 5:30 0 0 1 3 1 0 0 0 0 0 0 0 0 5 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 1 3 2 1 0 0 0 0 0 0 0 7 5:45 0 0 1 1 4 1 0 0 0 0 0 0 0 7 0 0 0 1 6 0 0 0 0 0 0 0 0 7 0 0 1 2 10 1 0 0 0 0 0 0 0 14 6:00 0 0 0 0 2 2 0 0 0 0 0 0 0 4 0 0 1 2 2 0 1 0 0 0 0 0 0 6 0 0 1 2 4 2 1 0 0 0 0 0 0 10 6:15 0 0 0 2 6 0 0 0 0 0 0 0 0 8 0 0 0 3 7 0 1 0 0 0 0 0 0 11 0 0 0 5 13 0 1 0 0 0 0 0 0 19 6:30 0 0 0 4 6 3 0 0 0 0 0 0 0 13 0 0 0 1 4 2 0 0 0 0 0 0 0 7 0 0 0 5 10 5 0 0 0 0 0 0 0 20 6:45 0 2 6 7 9 2 1 0 0 0 0 0 0 27 0 1 1 12 4 1 0 0 0 0 0 0 0 19 0 3 7 19 13 3 1 0 0 0 0 0 0 46 7:00 0 2 5 16 19 8 0 0 0 0 0 0 0 50 1 0 9 18 22 2 0 0 0 0 0 0 0 52 1 2 14 34 41 10 0 0 0 0 0 0 0 102 7:15 0 1 2 9 11 5 0 0 0 0 0 0 0 28 1 1 0 8 9 3 0 0 0 0 0 0 0 22 1 2 2 17 20 8 0 0 0 0 0 0 0 50 7:30 0 0 3 8 8 2 2 0 0 0 0 0 0 23 3 0 4 11 9 3 0 0 0 0 0 0 0 30 3 0 7 19 17 5 2 0 0 0 0 0 0 53 7:45 2 0 4 19 18 8 1 0 0 0 0 0 0 52 3 1 2 21 6 1 0 0 0 0 0 0 0 34 5 1 6 40 24 9 1 0 0 0 0 0 0 86 8:00 1 1 4 30 15 5 0 0 0 0 0 0 0 56 0 2 12 21 11 4 0 0 0 0 0 0 0 50 1 3 16 51 26 9 0 0 0 0 0 0 0 106 8:15 3 7 21 21 12 3 0 0 0 0 0 0 0 67 4 17 27 37 12 2 0 0 0 0 0 0 0 99 7 24 48 58 24 5 0 0 0 0 0 0 0 166 8:30 3 1 7 13 9 7 0 0 0 0 0 0 0 40 3 3 4 25 14 5 0 0 0 0 0 0 0 54 6 4 11 38 23 12 0 0 0 0 0 0 0 94 8:45 0 1 1 9 10 3 0 0 0 0 0 0 0 24 0 0 2 5 9 4 0 0 0 0 0 0 0 20 0 1 3 14 19 7 0 0 0 0 0 0 0 44 9:00 0 2 1 6 11 2 0 0 0 0 0 0 0 22 2 2 3 13 13 0 0 0 0 0 0 0 0 33 2 4 4 19 24 2 0 0 0 0 0 0 0 55 9:15 0 0 2 8 11 4 0 0 0 0 0 0 0 25 0 0 0 5 7 5 2 0 0 0 0 0 0 19 0 0 2 13 18 9 2 0 0 0 0 0 0 44 9:30 0 0 1 5 10 5 1 0 0 0 0 0 0 22 0 1 0 5 7 6 0 0 0 0 0 0 0 19 0 1 1 10 17 11 1 0 0 0 0 0 0 41 9:45 0 0 1 6 3 2 0 0 0 0 0 0 0 12 1 0 1 9 11 6 0 0 0 0 0 0 0 28 1 0 2 15 14 8 0 0 0 0 0 0 0 40 10:00 0 0 0 8 6 1 0 0 0 0 0 0 0 15 1 0 1 4 7 4 0 0 0 0 0 0 0 17 1 0 1 12 13 5 0 0 0 0 0 0 0 32 10:15 0 2 1 10 7 5 0 0 0 0 0 0 0 25 1 1 5 4 9 3 0 0 0 0 0 0 0 23 1 3 6 14 16 8 0 0 0 0 0 0 0 48 10:30 2 1 1 5 12 1 1 0 0 0 0 0 0 23 1 0 2 9 15 2 0 0 0 0 0 0 0 29 3 1 3 14 27 3 1 0 0 0 0 0 0 52 10:45 0 0 2 11 5 1 0 0 0 0 0 0 0 19 0 1 4 8 17 3 1 0 0 0 0 0 0 34 0 1 6 19 22 4 1 0 0 0 0 0 0 53 11:00 0 3 1 6 9 6 0 0 0 0 0 0 0 25 1 2 2 10 6 0 0 0 0 0 0 0 0 21 1 5 3 16 15 6 0 0 0 0 0 0 0 46 11:15 0 0 1 5 3 5 0 0 0 0 0 0 0 14 1 0 1 4 13 2 1 0 0 0 0 0 0 22 1 0 2 9 16 7 1 0 0 0 0 0 0 36 11:30 1 0 0 4 15 5 0 0 0 0 0 0 0 25 0 3 3 10 17 4 0 0 0 0 0 0 0 37 1 3 3 14 32 9 0 0 0 0 0 0 0 62 11:45 0 1 3 4 16 4 0 0 0 0 0 0 0 28 0 1 2 8 13 5 0 0 0 0 0 0 0 29 0 2 5 12 29 9 0 0 0 0 0 0 0 57 15-MINUTE BREAKDOWN
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_003
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Guadalupe Ave & N Gertruda Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total
12:00 0 0 0 4 12 6 0 0 0 0 0 0 0 22 0 1 2 7 9 1 1 0 0 0 0 0 0 21 0 1 2 11 21 7 1 0 0 0 0 0 0 43 12:15 0 0 1 8 10 3 0 0 0 0 0 0 0 22 0 0 4 3 7 2 1 0 0 0 0 0 0 17 0 0 5 11 17 5 1 0 0 0 0 0 0 39 12:30 1 1 1 10 10 4 0 0 0 0 0 0 0 27 1 0 3 7 7 6 0 0 0 0 0 0 0 24 2 1 4 17 17 10 0 0 0 0 0 0 0 51 12:45 0 3 5 10 26 1 0 0 0 0 0 0 0 45 0 2 1 7 13 2 0 0 0 0 0 0 0 25 0 5 6 17 39 3 0 0 0 0 0 0 0 70 13:00 0 2 8 12 8 3 0 0 0 0 0 0 0 33 0 2 12 16 10 4 0 0 0 0 0 0 0 44 0 4 20 28 18 7 0 0 0 0 0 0 0 77 13:15 0 1 1 8 14 2 0 0 0 0 0 0 0 26 1 4 2 7 13 5 0 0 0 0 0 0 0 32 1 5 3 15 27 7 0 0 0 0 0 0 0 58 13:30 0 1 1 16 8 4 0 0 0 0 0 0 0 30 0 1 4 8 16 4 1 0 0 0 0 0 0 34 0 2 5 24 24 8 1 0 0 0 0 0 0 64 13:45 0 0 3 3 11 3 1 0 0 0 0 0 0 21 0 0 3 8 12 4 0 0 0 0 0 0 0 27 0 0 6 11 23 7 1 0 0 0 0 0 0 48 14:00 0 1 3 18 15 3 0 0 0 0 0 0 0 40 0 2 0 7 14 2 0 0 0 0 0 0 0 25 0 3 3 25 29 5 0 0 0 0 0 0 0 65 14:15 2 0 2 13 10 6 2 0 0 0 0 0 0 35 0 0 4 13 14 2 0 0 0 0 0 0 0 33 2 0 6 26 24 8 2 0 0 0 0 0 0 68 14:30 0 0 9 9 10 1 1 0 0 0 0 0 0 30 0 1 0 9 14 5 0 0 0 0 0 0 0 29 0 1 9 18 24 6 1 0 0 0 0 0 0 59 14:45 0 1 2 11 10 0 0 0 0 0 0 0 0 24 0 2 1 11 10 3 0 0 0 0 0 0 0 27 0 3 3 22 20 3 0 0 0 0 0 0 0 51 15:00 1 0 6 15 18 1 0 0 0 0 0 0 0 41 1 1 2 8 22 4 0 0 0 0 0 0 0 38 2 1 8 23 40 5 0 0 0 0 0 0 0 79 15:15 0 5 7 21 19 5 0 0 0 0 0 0 0 57 1 3 4 16 8 2 0 1 0 0 0 0 0 35 1 8 11 37 27 7 0 1 0 0 0 0 0 92 15:30 2 9 20 35 12 2 1 0 0 0 0 0 0 81 25 16 22 25 15 0 0 0 0 0 0 0 0 103 27 25 42 60 27 2 1 0 0 0 0 0 0 184 15:45 0 3 6 16 24 2 0 0 0 0 0 0 0 51 1 0 3 20 15 5 0 0 0 0 0 0 0 44 1 3 9 36 39 7 0 0 0 0 0 0 0 95 16:00 1 2 5 9 13 8 0 0 0 0 0 0 0 38 1 1 4 7 14 4 0 0 0 0 0 0 0 31 2 3 9 16 27 12 0 0 0 0 0 0 0 69 16:15 0 0 4 10 18 6 2 0 0 0 0 0 0 40 0 0 3 8 15 8 0 0 0 0 0 0 0 34 0 0 7 18 33 14 2 0 0 0 0 0 0 74 16:30 1 0 1 18 17 5 2 0 0 0 0 0 0 44 2 2 2 8 13 2 0 0 0 0 0 0 0 29 3 2 3 26 30 7 2 0 0 0 0 0 0 73 16:45 0 1 4 13 15 4 1 0 0 0 0 0 0 38 0 2 4 12 16 3 0 0 0 0 0 0 0 37 0 3 8 25 31 7 1 0 0 0 0 0 0 75 17:00 0 2 1 14 22 6 0 0 0 0 0 0 0 45 2 3 1 12 19 3 0 0 0 0 0 0 0 40 2 5 2 26 41 9 0 0 0 0 0 0 0 85 17:15 0 0 5 10 24 5 1 0 0 0 0 0 0 45 0 2 1 7 9 3 0 0 0 0 0 0 0 22 0 2 6 17 33 8 1 0 0 0 0 0 0 67 17:30 0 0 2 15 20 4 0 0 0 0 0 0 0 41 0 1 0 9 9 2 0 1 0 0 0 0 0 22 0 1 2 24 29 6 0 1 0 0 0 0 0 63 17:45 0 0 5 12 20 7 2 0 0 0 0 0 0 46 0 2 1 11 8 3 1 0 0 0 0 0 0 26 0 2 6 23 28 10 3 0 0 0 0 0 0 72 18:00 0 3 1 14 18 8 1 0 0 0 0 0 0 45 0 1 3 9 15 5 0 1 0 0 0 0 0 34 0 4 4 23 33 13 1 1 0 0 0 0 0 79 18:15 0 2 2 15 14 5 1 0 0 0 0 0 0 39 1 1 0 10 6 3 0 0 0 0 0 0 0 21 1 3 2 25 20 8 1 0 0 0 0 0 0 60 18:30 1 0 3 15 8 5 0 0 0 0 0 0 0 32 0 0 3 5 7 2 1 0 0 0 0 0 0 18 1 0 6 20 15 7 1 0 0 0 0 0 0 50 18:45 2 2 2 10 9 6 1 0 0 0 0 0 0 32 1 0 3 11 9 3 0 0 0 0 0 0 0 27 3 2 5 21 18 9 1 0 0 0 0 0 0 59 19:00 0 1 2 11 10 3 0 0 0 0 0 0 0 27 0 0 2 7 8 2 0 0 0 0 0 0 0 19 0 1 4 18 18 5 0 0 0 0 0 0 0 46 19:15 0 0 2 10 9 3 0 0 0 0 0 0 0 24 0 0 3 11 7 0 0 1 0 0 0 0 0 22 0 0 5 21 16 3 0 1 0 0 0 0 0 46 19:30 2 2 0 8 11 3 2 0 0 0 0 0 0 28 0 6 6 10 6 2 0 0 0 0 0 0 0 30 2 8 6 18 17 5 2 0 0 0 0 0 0 58 19:45 0 0 2 9 8 1 1 0 0 0 0 0 0 21 0 1 1 11 8 2 0 0 0 0 0 0 0 23 0 1 3 20 16 3 1 0 0 0 0 0 0 44 20:00 1 0 1 4 7 2 0 0 0 0 0 0 0 15 0 0 0 10 3 1 0 0 0 0 0 0 0 14 1 0 1 14 10 3 0 0 0 0 0 0 0 29 20:15 0 0 2 8 4 6 0 0 0 0 0 0 0 20 2 0 1 6 4 0 0 0 0 0 0 0 0 13 2 0 3 14 8 6 0 0 0 0 0 0 0 33 20:30 0 1 3 6 9 2 0 0 0 0 0 0 0 21 0 0 0 5 6 0 0 0 0 0 0 0 0 11 0 1 3 11 15 2 0 0 0 0 0 0 0 32 20:45 0 0 1 15 5 1 0 0 0 0 0 0 0 22 1 0 4 11 7 0 0 1 0 0 0 0 0 24 1 0 5 26 12 1 0 1 0 0 0 0 0 46 21:00 0 0 2 9 2 0 0 0 0 0 0 0 0 13 0 1 1 6 5 0 0 0 0 0 0 0 0 13 0 1 3 15 7 0 0 0 0 0 0 0 0 26 21:15 1 0 1 12 3 0 0 0 0 0 0 0 0 17 1 1 5 12 5 1 0 0 0 0 0 0 0 25 2 1 6 24 8 1 0 0 0 0 0 0 0 42 21:30 0 1 3 15 7 2 0 0 0 0 0 0 0 28 1 0 1 7 6 1 0 0 0 0 0 0 0 16 1 1 4 22 13 3 0 0 0 0 0 0 0 44 21:45 0 0 1 12 6 0 0 0 0 0 0 0 0 19 0 0 2 1 3 0 0 0 0 0 0 0 0 6 0 0 3 13 9 0 0 0 0 0 0 0 0 25 22:00 0 1 0 3 3 0 0 0 0 0 0 0 0 7 0 1 1 3 2 2 0 0 0 0 0 0 0 9 0 2 1 6 5 2 0 0 0 0 0 0 0 16 22:15 0 0 0 2 2 0 1 0 0 0 0 0 0 5 0 0 0 3 6 0 0 0 0 0 0 0 0 9 0 0 0 5 8 0 1 0 0 0 0 0 0 14 22:30 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 3 0 0 0 0 0 0 0 0 5 0 1 1 2 3 0 0 0 0 0 0 0 0 7 22:45 0 0 0 1 2 0 1 0 0 0 0 0 0 4 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 3 0 1 0 0 0 0 0 0 5 23:00 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 0 0 0 0 0 0 0 3 23:15 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 23:30 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 23:45 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 0 0 0 0 0 0 0 3 Totals 27 70 203 719 752 235 27 0 0 0 0 0 0 2,033 65 96 205 645 679 177 14 6 0 0 0 0 0 1,887 92 166 408 1,364 1,431 412 41 6 0 0 0 0 0 3,920 % of Totals 1% 3% 10% 35% 37% 12% 1% 0% 0% 0% 0% 0% 0% 100% 3% 5% 11% 34% 36% 9% 1% 0% 0% 0% 0% 0% 0% 100% 2% 4% 10% 35% 37% 11% 1% 0% 0% 0% 0% 0% 0% 100% 15-MINUTE BREAKDOWN
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_002
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 0:00 0 0 0 0 3 2 0 0 0 0 0 0 0 5 0 0 1 0 1 0 1 0 0 0 0 0 0 3 0 0 1 0 4 2 1 0 0 0 0 0 0 8 1:00 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 0 0 1 2 1 0 0 0 0 0 0 0 6 2 0 0 1 3 1 0 0 0 0 0 0 0 7 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 2 3:00 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 1 0 0 0 0 0 0 0 0 0 3 4:00 0 0 2 0 3 0 0 0 0 0 0 0 0 5 0 0 2 2 4 0 0 0 0 0 0 0 0 8 0 0 4 2 7 0 0 0 0 0 0 0 0 13 5:00 0 0 1 5 7 1 1 0 0 0 0 0 0 15 0 1 2 13 7 2 2 0 0 0 0 0 0 27 0 1 3 18 14 3 3 0 0 0 0 0 0 42 6:00 0 3 12 10 18 2 0 0 0 0 0 0 0 45 1 0 12 34 18 2 1 0 0 0 0 0 0 68 1 3 24 44 36 4 1 0 0 0 0 0 0 113 7:00 0 13 47 72 50 14 1 0 0 0 0 0 0 197 9 8 35 108 47 11 0 0 0 0 0 0 0 218 9 21 82 180 97 25 1 0 0 0 0 0 0 415 8:00 8 40 93 83 45 6 0 0 0 0 0 0 0 275 25 58 122 98 42 4 0 0 0 0 0 0 0 349 33 98 215 181 87 10 0 0 0 0 0 0 0 624 9:00 0 7 11 31 31 10 3 0 0 0 0 0 0 93 2 7 10 44 35 4 3 0 0 0 0 0 0 105 2 14 21 75 66 14 6 0 0 0 0 0 0 198 10:00 1 13 21 28 38 4 0 0 0 0 0 0 0 105 3 8 18 52 45 5 2 0 0 0 0 0 0 133 4 21 39 80 83 9 2 0 0 0 0 0 0 238 11:00 1 6 11 31 47 5 0 0 0 0 0 0 0 101 1 3 17 51 33 9 0 0 0 0 0 0 0 114 2 9 28 82 80 14 0 0 0 0 0 0 0 215 12:00 3 13 14 43 49 8 0 0 0 0 0 0 0 130 1 3 15 54 28 6 0 0 0 0 0 0 0 107 4 16 29 97 77 14 0 0 0 0 0 0 0 237 13:00 0 8 29 58 43 5 2 0 0 0 0 0 0 145 5 10 24 53 36 7 0 0 0 0 0 0 0 135 5 18 53 111 79 12 2 0 0 0 0 0 0 280 14:00 0 6 13 68 36 11 0 0 0 0 0 0 0 134 0 5 26 60 25 8 0 0 0 0 0 0 0 124 0 11 39 128 61 19 0 0 0 0 0 0 0 258 15:00 19 23 51 85 46 8 1 0 0 0 0 0 0 233 21 27 71 99 46 4 0 0 0 0 0 0 0 268 40 50 122 184 92 12 1 0 0 0 0 0 0 501 16:00 2 5 35 67 52 17 1 0 0 0 0 0 0 179 2 11 29 81 45 4 0 0 0 0 0 0 0 172 4 16 64 148 97 21 1 0 0 0 0 0 0 351 17:00 1 8 39 77 51 6 2 0 0 0 0 0 0 184 5 14 48 79 29 3 0 0 0 0 0 0 0 178 6 22 87 156 80 9 2 0 0 0 0 0 0 362 18:00 2 9 45 64 30 12 0 0 0 0 0 0 0 162 7 20 37 75 25 2 0 0 0 0 0 0 0 166 9 29 82 139 55 14 0 0 0 0 0 0 0 328 19:00 5 22 30 32 25 5 0 0 0 0 0 0 0 119 10 21 32 52 11 2 0 0 0 0 0 0 0 128 15 43 62 84 36 7 0 0 0 0 0 0 0 247 20:00 0 8 23 32 26 4 0 0 0 0 0 0 0 93 3 7 22 27 10 1 0 0 0 0 0 0 0 70 3 15 45 59 36 5 0 0 0 0 0 0 0 163 21:00 0 8 33 79 28 3 0 0 0 0 0 0 0 151 3 3 15 18 9 1 0 0 0 0 0 0 0 49 3 11 48 97 37 4 0 0 0 0 0 0 0 200 22:00 0 4 4 19 4 1 1 0 0 0 0 0 0 33 1 2 3 17 7 0 0 0 0 0 0 0 0 30 1 6 7 36 11 1 1 0 0 0 0 0 0 63 23:00 0 0 4 2 2 0 0 0 0 0 0 0 0 8 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 5 2 3 0 0 0 0 0 0 0 0 10 Totals 42 196 519 887 635 124 12 0 0 0 0 0 0 2,415 101 208 543 1,018 507 77 9 0 0 0 0 0 0 2,463 143 404 1,062 1,905 1,142 201 21 0 0 0 0 0 0 4,878 % of Totals 2% 8% 21% 37% 26% 5% 0% 100% 4% 8% 22% 41% 21% 3% 0% 100% 3% 8% 22% 39% 23% 4% 0% 100% 00:00 - 12:00 10 82 199 261 243 44 5 0 0 0 0 0 0 844 43 85 220 403 235 39 9 0 0 0 0 0 0 1034 53 167 419 664 478 83 14 0 0 0 0 0 0 1878 % 0% 3% 8% 11% 10% 2% 0% 0% 0% 0% 0% 0% 0% 35% 2% 4% 9% 17% 10% 2% 0% 0% 0% 0% 0% 0% 0% 43% 2% 7% 17% 27% 20% 3% 1% 0% 0% 0% 0% 0% 0% 78% Peak Hour 7:45 7:45 7:45 7:45 7:00 7:15 8:45 0:00 0:00 0:00 0:00 0:00 0:00 7:45 7:45 8:00 7:45 7:45 6:45 7:00 9:30 0:00 0:00 0:00 0:00 0:00 0:00 7:45 7:45 8:00 7:45 7:45 7:00 7:15 9:00 0:00 0:00 0:00 0:00 0:00 0:00 7:45 Peak Volume 8 41 95 98 50 15 3 0 0 0 0 0 0 298 25 58 130 111 49 11 4 0 0 0 0 0 0 369 33 98 225 209 97 26 6 0 0 0 0 0 0 667 12:00 - 24:00 32 114 320 626 392 80 7 0 0 0 0 0 0 1571 58 123 323 615 272 38 0 0 0 0 0 0 0 1429 90 237 643 1241 664 118 7 0 0 0 0 0 0 3000 % 1% 5% 13% 26% 16% 3% 0% 0% 0% 0% 0% 0% 0% 65% 2% 5% 13% 25% 11% 2% 0% 0% 0% 0% 0% 0% 0% 59% 4% 10% 27% 51% 27% 5% 0% 0% 0% 0% 0% 0% 0% 124% Peak Hour 15:00 15:00 18:30 15:15 16:15 16:00 13:00 12:00 12:00 12:00 12:00 12:00 12:00 15:30 15:00 18:45 14:45 15:00 15:45 13:45 12:00 12:00 12:00 12:00 12:00 12:00 12:00 15:00 15:00 18:45 15:00 15:15 15:45 14:15 13:00 12:00 12:00 12:00 12:00 12:00 12:00 15:00 Peak Volume 19 23 53 94 59 17 2 0 0 0 0 0 0 244 21 31 71 99 49 10 0 0 0 0 0 0 0 268 40 52 122 189 105 21 2 0 0 0 0 0 0 501 07:00 - 09:00 8 53 140 155 95 20 1 0 0 0 0 0 0 472 34 66 157 206 89 15 0 0 0 0 0 0 0 567 42 119 297 361 184 35 1 0 0 0 0 0 0 1039 % 0% 2% 6% 6% 4% 1% 0% 0% 0% 0% 0% 0% 0% 20% 1% 3% 7% 9% 4% 1% 0% 0% 0% 0% 0% 0% 0% 23% 2% 5% 12% 15% 8% 1% 0% 0% 0% 0% 0% 0% 0% 43% Peak Hour 7:45 7:45 7:45 7:45 7:00 7:15 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 7:45 8:00 7:45 7:45 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 7:45 8:00 7:45 7:45 7:00 7:15 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 Peak Volume 8 41 95 98 50 15 1 0 0 0 0 0 0 298 25 58 130 111 47 11 0 0 0 0 0 0 0 369 33 98 225 209 97 26 1 0 0 0 0 0 0 667 16:00 - 18:00 3 13 74 144 103 23 3 0 0 0 0 0 0 363 7 25 77 160 74 7 0 0 0 0 0 0 0 350 10 38 151 304 177 30 3 0 0 0 0 0 0 713 % 0% 1% 3% 6% 4% 1% 0% 0% 0% 0% 0% 0% 0% 15% 0% 1% 3% 7% 3% 0% 0% 0% 0% 0% 0% 0% 0% 14% 0% 2% 6% 13% 7% 1% 0% 0% 0% 0% 0% 0% 0% 30% Peak Hour 16:30 16:30 16:45 17:00 16:15 16:00 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:30 16:45 16:45 17:00 16:30 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 17:00 16:30 16:30 17:00 16:30 16:15 16:00 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:30 Peak Volume 3 10 46 77 59 17 2 0 0 0 0 0 0 197 5 16 48 84 45 4 0 0 0 0 0 0 0 178 7 25 87 158 102 21 2 0 0 0 0 0 0 370 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Irena Ave & Del Amo St/N Juanita Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total

HOURLY BREAKDOWNSTATISTICS
Direction Percentiles 15th 50th Average 85th 95th ADT
2463
TOTALS 21 27 27 33 35 4878
SOUTHBOUND 21 27 26 32 35
NORTHBOUND 21 28 27 33 36 2415
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_002
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Irena Ave & Del Amo St/N Juanita Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total
0:00 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0:15 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0:30 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 0 2 0 0 1 0 1 1 1 0 0 0 0 0 0 4 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 2 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 3 2 0 0 0 0 1 0 0 0 0 0 0 0 3 1:45 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:15 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 1 0 0 0 0 0 0 0 0 3 0 0 1 2 1 0 0 0 0 0 0 0 0 4 4:30 0 0 0 0 3 0 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 4 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 4 0 0 2 0 2 0 0 0 0 0 0 0 0 4 5:00 0 0 0 1 1 0 1 0 0 0 0 0 0 3 0 0 1 2 0 0 1 0 0 0 0 0 0 4 0 0 1 3 1 0 2 0 0 0 0 0 0 7 5:15 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 2 1 1 1 0 0 0 0 0 0 5 0 0 0 2 2 1 1 0 0 0 0 0 0 6 5:30 0 0 0 1 2 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 4 2 0 0 0 0 0 0 0 0 6 5:45 0 0 1 3 3 1 0 0 0 0 0 0 0 8 0 1 1 6 6 1 0 0 0 0 0 0 0 15 0 1 2 9 9 2 0 0 0 0 0 0 0 23 6:00 0 0 1 1 2 1 0 0 0 0 0 0 0 5 0 0 1 5 1 0 1 0 0 0 0 0 0 8 0 0 2 6 3 1 1 0 0 0 0 0 0 13 6:15 0 1 0 2 5 0 0 0 0 0 0 0 0 8 0 0 2 8 1 1 0 0 0 0 0 0 0 12 0 1 2 10 6 1 0 0 0 0 0 0 0 20 6:30 0 1 4 2 4 1 0 0 0 0 0 0 0 12 0 0 1 6 4 0 0 0 0 0 0 0 0 11 0 1 5 8 8 1 0 0 0 0 0 0 0 23 6:45 0 1 7 5 7 0 0 0 0 0 0 0 0 20 1 0 8 15 12 1 0 0 0 0 0 0 0 37 1 1 15 20 19 1 0 0 0 0 0 0 0 57 7:00 0 5 30 29 14 0 0 0 0 0 0 0 0 78 3 4 17 49 16 2 0 0 0 0 0 0 0 91 3 9 47 78 30 2 0 0 0 0 0 0 0 169 7:15 0 3 9 8 11 3 0 0 0 0 0 0 0 34 4 1 3 22 11 3 0 0 0 0 0 0 0 44 4 4 12 30 22 6 0 0 0 0 0 0 0 78 7:30 0 1 4 9 10 5 0 0 0 0 0 0 0 29 0 1 4 15 10 4 0 0 0 0 0 0 0 34 0 2 8 24 20 9 0 0 0 0 0 0 0 63 7:45 0 4 4 26 15 6 1 0 0 0 0 0 0 56 2 2 11 22 10 2 0 0 0 0 0 0 0 49 2 6 15 48 25 8 1 0 0 0 0 0 0 105 8:00 0 5 30 30 10 1 0 0 0 0 0 0 0 76 6 21 56 36 13 2 0 0 0 0 0 0 0 134 6 26 86 66 23 3 0 0 0 0 0 0 0 210 8:15 7 27 45 21 9 0 0 0 0 0 0 0 0 109 13 23 53 29 11 0 0 0 0 0 0 0 0 129 20 50 98 50 20 0 0 0 0 0 0 0 0 238 8:30 1 5 16 21 11 3 0 0 0 0 0 0 0 57 4 8 10 24 9 2 0 0 0 0 0 0 0 57 5 13 26 45 20 5 0 0 0 0 0 0 0 114 8:45 0 3 2 11 15 2 0 0 0 0 0 0 0 33 2 6 3 9 9 0 0 0 0 0 0 0 0 29 2 9 5 20 24 2 0 0 0 0 0 0 0 62 9:00 0 4 5 6 9 2 0 0 0 0 0 0 0 26 1 2 6 12 6 0 0 0 0 0 0 0 0 27 1 6 11 18 15 2 0 0 0 0 0 0 0 53 9:15 0 0 1 12 11 3 2 0 0 0 0 0 0 29 0 0 0 11 10 0 0 0 0 0 0 0 0 21 0 0 1 23 21 3 2 0 0 0 0 0 0 50 9:30 0 2 2 7 8 4 1 0 0 0 0 0 0 24 0 3 3 7 9 1 1 0 0 0 0 0 0 24 0 5 5 14 17 5 2 0 0 0 0 0 0 48 9:45 0 1 3 6 3 1 0 0 0 0 0 0 0 14 1 2 1 14 10 3 2 0 0 0 0 0 0 33 1 3 4 20 13 4 2 0 0 0 0 0 0 47 10:00 0 3 4 7 8 1 0 0 0 0 0 0 0 23 1 2 3 9 10 0 0 0 0 0 0 0 0 25 1 5 7 16 18 1 0 0 0 0 0 0 0 48 10:15 1 1 5 8 10 2 0 0 0 0 0 0 0 27 0 3 5 13 11 3 1 0 0 0 0 0 0 36 1 4 10 21 21 5 1 0 0 0 0 0 0 63 10:30 0 5 5 8 11 0 0 0 0 0 0 0 0 29 2 2 4 17 10 1 1 0 0 0 0 0 0 37 2 7 9 25 21 1 1 0 0 0 0 0 0 66 10:45 0 4 7 5 9 1 0 0 0 0 0 0 0 26 0 1 6 13 14 1 0 0 0 0 0 0 0 35 0 5 13 18 23 2 0 0 0 0 0 0 0 61 11:00 0 2 3 4 17 1 0 0 0 0 0 0 0 27 0 0 4 10 6 0 0 0 0 0 0 0 0 20 0 2 7 14 23 1 0 0 0 0 0 0 0 47 11:15 0 0 2 9 5 0 0 0 0 0 0 0 0 16 0 1 3 10 11 2 0 0 0 0 0 0 0 27 0 1 5 19 16 2 0 0 0 0 0 0 0 43 11:30 1 3 3 4 14 1 0 0 0 0 0 0 0 26 1 1 8 17 7 4 0 0 0 0 0 0 0 38 2 4 11 21 21 5 0 0 0 0 0 0 0 64 11:45 0 1 3 14 11 3 0 0 0 0 0 0 0 32 0 1 2 14 9 3 0 0 0 0 0 0 0 29 0 2 5 28 20 6 0 0 0 0 0 0 0 61 15-MINUTE BREAKDOWN
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_002
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Irena Ave & Del Amo St/N Juanita Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total
12:00 1 2 1 8 13 3 0 0 0 0 0 0 0 28 1 1 3 10 7 2 0 0 0 0 0 0 0 24 2 3 4 18 20 5 0 0 0 0 0 0 0 52 12:15 0 3 1 8 11 2 0 0 0 0 0 0 0 25 0 0 3 12 3 2 0 0 0 0 0 0 0 20 0 3 4 20 14 4 0 0 0 0 0 0 0 45 12:30 0 3 9 13 4 1 0 0 0 0 0 0 0 30 0 1 5 19 6 1 0 0 0 0 0 0 0 32 0 4 14 32 10 2 0 0 0 0 0 0 0 62 12:45 2 5 3 14 21 2 0 0 0 0 0 0 0 47 0 1 4 13 12 1 0 0 0 0 0 0 0 31 2 6 7 27 33 3 0 0 0 0 0 0 0 78 13:00 0 3 9 25 13 2 0 0 0 0 0 0 0 52 0 4 6 17 12 3 0 0 0 0 0 0 0 42 0 7 15 42 25 5 0 0 0 0 0 0 0 94 13:15 0 0 6 12 7 1 0 0 0 0 0 0 0 26 2 4 4 10 13 1 0 0 0 0 0 0 0 34 2 4 10 22 20 2 0 0 0 0 0 0 0 60 13:30 0 2 9 13 14 2 0 0 0 0 0 0 0 40 1 1 9 9 6 1 0 0 0 0 0 0 0 27 1 3 18 22 20 3 0 0 0 0 0 0 0 67 13:45 0 3 5 8 9 0 2 0 0 0 0 0 0 27 2 1 5 17 5 2 0 0 0 0 0 0 0 32 2 4 10 25 14 2 2 0 0 0 0 0 0 59 14:00 0 2 2 23 10 2 0 0 0 0 0 0 0 39 0 2 7 11 4 1 0 0 0 0 0 0 0 25 0 4 9 34 14 3 0 0 0 0 0 0 0 64 14:15 0 1 4 12 9 5 0 0 0 0 0 0 0 31 0 1 2 16 5 4 0 0 0 0 0 0 0 28 0 2 6 28 14 9 0 0 0 0 0 0 0 59 14:30 0 1 2 18 11 3 0 0 0 0 0 0 0 35 0 1 8 15 10 3 0 0 0 0 0 0 0 37 0 2 10 33 21 6 0 0 0 0 0 0 0 72 14:45 0 2 5 15 6 1 0 0 0 0 0 0 0 29 0 1 9 18 6 0 0 0 0 0 0 0 0 34 0 3 14 33 12 1 0 0 0 0 0 0 0 63 15:00 1 1 6 14 6 3 0 0 0 0 0 0 0 31 1 0 12 25 18 2 0 0 0 0 0 0 0 58 2 1 18 39 24 5 0 0 0 0 0 0 0 89 15:15 0 1 6 17 11 3 1 0 0 0 0 0 0 39 4 11 26 29 10 0 0 0 0 0 0 0 0 80 4 12 32 46 21 3 1 0 0 0 0 0 0 119 15:30 15 18 29 36 13 0 0 0 0 0 0 0 0 111 15 15 24 25 8 0 0 0 0 0 0 0 0 87 30 33 53 61 21 0 0 0 0 0 0 0 0 198 15:45 3 3 10 18 16 2 0 0 0 0 0 0 0 52 1 1 9 20 10 2 0 0 0 0 0 0 0 43 4 4 19 38 26 4 0 0 0 0 0 0 0 95 16:00 0 0 5 23 9 4 0 0 0 0 0 0 0 41 1 2 5 21 14 0 0 0 0 0 0 0 0 43 1 2 10 44 23 4 0 0 0 0 0 0 0 84 16:15 0 1 6 12 14 6 1 0 0 0 0 0 0 40 0 0 9 16 14 2 0 0 0 0 0 0 0 41 0 1 15 28 28 8 1 0 0 0 0 0 0 81 16:30 1 2 9 21 17 3 0 0 0 0 0 0 0 53 0 1 6 21 11 1 0 0 0 0 0 0 0 40 1 3 15 42 28 4 0 0 0 0 0 0 0 93 16:45 1 2 15 11 12 4 0 0 0 0 0 0 0 45 1 8 9 23 6 1 0 0 0 0 0 0 0 48 2 10 24 34 18 5 0 0 0 0 0 0 0 93 17:00 0 0 10 22 16 1 0 0 0 0 0 0 0 49 1 5 6 23 12 0 0 0 0 0 0 0 0 47 1 5 16 45 28 1 0 0 0 0 0 0 0 96 17:15 1 6 11 20 11 1 0 0 0 0 0 0 0 50 2 1 14 17 3 1 0 0 0 0 0 0 0 38 3 7 25 37 14 2 0 0 0 0 0 0 0 88 17:30 0 0 10 16 13 2 0 0 0 0 0 0 0 41 1 2 11 15 8 2 0 0 0 0 0 0 0 39 1 2 21 31 21 4 0 0 0 0 0 0 0 80 17:45 0 2 8 19 11 2 2 0 0 0 0 0 0 44 1 6 17 24 6 0 0 0 0 0 0 0 0 54 1 8 25 43 17 2 2 0 0 0 0 0 0 98 18:00 0 2 9 13 13 3 0 0 0 0 0 0 0 40 4 3 12 24 5 0 0 0 0 0 0 0 0 48 4 5 21 37 18 3 0 0 0 0 0 0 0 88 18:15 0 1 6 21 6 3 0 0 0 0 0 0 0 37 0 2 9 17 6 2 0 0 0 0 0 0 0 36 0 3 15 38 12 5 0 0 0 0 0 0 0 73 18:30 1 4 7 15 4 4 0 0 0 0 0 0 0 35 1 3 5 18 7 0 0 0 0 0 0 0 0 34 2 7 12 33 11 4 0 0 0 0 0 0 0 69 18:45 1 2 23 15 7 2 0 0 0 0 0 0 0 50 2 12 11 16 7 0 0 0 0 0 0 0 0 48 3 14 34 31 14 2 0 0 0 0 0 0 0 98 19:00 0 6 10 11 8 0 0 0 0 0 0 0 0 35 1 7 6 12 2 2 0 0 0 0 0 0 0 30 1 13 16 23 10 2 0 0 0 0 0 0 0 65 19:15 2 6 13 5 6 1 0 0 0 0 0 0 0 33 6 6 10 18 2 0 0 0 0 0 0 0 0 42 8 12 23 23 8 1 0 0 0 0 0 0 0 75 19:30 3 7 2 7 5 3 0 0 0 0 0 0 0 27 2 6 9 12 4 0 0 0 0 0 0 0 0 33 5 13 11 19 9 3 0 0 0 0 0 0 0 60 19:45 0 3 5 9 6 1 0 0 0 0 0 0 0 24 1 2 7 10 3 0 0 0 0 0 0 0 0 23 1 5 12 19 9 1 0 0 0 0 0 0 0 47 20:00 0 2 4 6 5 0 0 0 0 0 0 0 0 17 2 1 5 6 2 1 0 0 0 0 0 0 0 17 2 3 9 12 7 1 0 0 0 0 0 0 0 34 20:15 0 3 6 9 7 2 0 0 0 0 0 0 0 27 0 1 4 10 2 0 0 0 0 0 0 0 0 17 0 4 10 19 9 2 0 0 0 0 0 0 0 44 20:30 0 2 8 8 5 1 0 0 0 0 0 0 0 24 1 4 2 3 4 0 0 0 0 0 0 0 0 14 1 6 10 11 9 1 0 0 0 0 0 0 0 38 20:45 0 1 5 9 9 1 0 0 0 0 0 0 0 25 0 1 11 8 2 0 0 0 0 0 0 0 0 22 0 2 16 17 11 1 0 0 0 0 0 0 0 47 21:00 0 1 13 6 6 0 0 0 0 0 0 0 0 26 1 1 4 5 1 0 0 0 0 0 0 0 0 12 1 2 17 11 7 0 0 0 0 0 0 0 0 38 21:15 0 3 5 22 8 0 0 0 0 0 0 0 0 38 0 1 6 9 1 0 0 0 0 0 0 0 0 17 0 4 11 31 9 0 0 0 0 0 0 0 0 55 21:30 0 1 9 32 6 1 0 0 0 0 0 0 0 49 2 1 1 2 4 1 0 0 0 0 0 0 0 11 2 2 10 34 10 2 0 0 0 0 0 0 0 60 21:45 0 3 6 19 8 2 0 0 0 0 0 0 0 38 0 0 4 2 3 0 0 0 0 0 0 0 0 9 0 3 10 21 11 2 0 0 0 0 0 0 0 47 22:00 0 2 3 9 0 1 0 0 0 0 0 0 0 15 0 1 1 5 2 0 0 0 0 0 0 0 0 9 0 3 4 14 2 1 0 0 0 0 0 0 0 24 22:15 0 0 0 6 1 0 0 0 0 0 0 0 0 7 1 1 0 7 5 0 0 0 0 0 0 0 0 14 1 1 0 13 6 0 0 0 0 0 0 0 0 21 22:30 0 1 1 2 2 0 0 0 0 0 0 0 0 6 0 0 1 3 0 0 0 0 0 0 0 0 0 4 0 1 2 5 2 0 0 0 0 0 0 0 0 10 22:45 0 1 0 2 1 0 1 0 0 0 0 0 0 5 0 0 1 2 0 0 0 0 0 0 0 0 0 3 0 1 1 4 1 0 1 0 0 0 0 0 0 8 23:00 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 1 0 0 0 0 0 0 0 0 3 23:15 0 0 2 0 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 3 23:30 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 23:45 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 0 0 0 0 0 0 0 3 Totals 42 196 519 887 635 124 12 0 0 0 0 0 0 2,415 101 208 543 1,018 507 77 9 0 0 0 0 0 0 2,463 143 404 1,062 1,905 1,142 201 21 0 0 0 0 0 0 4,878 % of Totals 2% 8% 21% 37% 26% 5% 0% 0% 0% 0% 0% 0% 0% 100% 4% 8% 22% 41% 21% 3% 0% 0% 0% 0% 0% 0% 0% 100% 3% 8% 22% 39% 23% 4% 0% 0% 0% 0% 0% 0% 0% 100% 15-MINUTE BREAKDOWN
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_001
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 0:00 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 1 0 0 0 0 0 0 0 3 1:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 3 3:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:00 1 1 0 1 1 0 0 0 0 0 0 0 0 4 0 0 0 1 0 1 0 0 0 0 0 0 0 2 1 1 0 2 1 1 0 0 0 0 0 0 0 6 5:00 0 1 0 1 1 0 0 0 0 0 0 0 0 3 1 0 1 3 2 0 0 0 0 0 0 0 0 7 1 1 1 4 3 0 0 0 0 0 0 0 0 10 6:00 0 2 4 6 2 1 0 0 0 0 0 0 0 15 1 0 9 19 6 5 0 0 0 0 0 0 0 40 1 2 13 25 8 6 0 0 0 0 0 0 0 55 7:00 0 4 12 43 27 6 0 0 0 0 0 0 0 92 3 4 31 68 24 9 0 0 0 0 0 0 0 139 3 8 43 111 51 15 0 0 0 0 0 0 0 231 8:00 1 6 29 89 35 5 0 0 0 0 0 0 0 165 6 28 109 93 33 5 0 0 0 0 0 0 0 274 7 34 138 182 68 10 0 0 0 0 0 0 0 439 9:00 0 7 5 10 9 2 1 0 0 0 0 0 0 34 1 2 8 15 8 1 0 0 0 0 0 0 0 35 1 9 13 25 17 3 1 0 0 0 0 0 0 69 10:00 0 3 10 23 9 0 0 0 0 0 0 0 0 45 1 5 4 14 11 4 1 0 0 0 0 0 0 40 1 8 14 37 20 4 1 0 0 0 0 0 0 85 11:00 1 9 8 18 11 1 0 0 0 0 0 0 0 48 1 3 9 13 11 4 0 0 0 0 0 0 0 41 2 12 17 31 22 5 0 0 0 0 0 0 0 89 12:00 3 3 9 19 12 3 1 0 0 0 0 0 0 50 3 4 7 10 10 2 0 0 0 0 0 0 0 36 6 7 16 29 22 5 1 0 0 0 0 0 0 86 13:00 1 6 17 49 34 2 0 0 0 0 0 0 0 109 2 8 12 22 16 4 0 0 0 0 0 0 0 64 3 14 29 71 50 6 0 0 0 0 0 0 0 173 14:00 1 3 14 22 16 1 1 0 0 0 0 0 0 58 1 4 12 28 10 3 0 0 0 0 0 0 0 58 2 7 26 50 26 4 1 0 0 0 0 0 0 116 15:00 34 35 43 51 27 7 3 0 0 0 0 0 0 200 2 7 25 70 43 12 2 0 0 0 0 0 0 161 36 42 68 121 70 19 5 0 0 0 0 0 0 361 16:00 0 0 16 41 22 3 2 0 0 0 0 0 0 84 0 0 12 34 27 1 0 0 0 0 0 0 0 74 0 0 28 75 49 4 2 0 0 0 0 0 0 158 17:00 1 1 18 36 23 2 0 0 0 0 0 0 0 81 1 0 19 52 20 1 0 0 0 0 0 0 0 93 2 1 37 88 43 3 0 0 0 0 0 0 0 174 18:00 0 3 20 36 23 5 0 0 0 0 0 0 0 87 0 7 10 29 17 6 0 0 0 0 0 0 0 69 0 10 30 65 40 11 0 0 0 0 0 0 0 156 19:00 1 5 12 22 13 2 0 0 0 0 0 0 0 55 3 5 10 19 10 0 0 0 0 0 0 0 0 47 4 10 22 41 23 2 0 0 0 0 0 0 0 102 20:00 2 2 6 13 9 1 0 0 0 0 0 0 0 33 3 4 2 13 3 1 1 0 0 0 0 0 0 27 5 6 8 26 12 2 1 0 0 0 0 0 0 60 21:00 0 0 22 35 20 3 0 0 0 0 0 0 0 80 0 1 5 13 7 2 0 0 0 0 0 0 0 28 0 1 27 48 27 5 0 0 0 0 0 0 0 108 22:00 0 0 3 9 3 0 0 0 0 0 0 0 0 15 1 1 0 2 3 0 0 0 0 0 0 0 0 7 1 1 3 11 6 0 0 0 0 0 0 0 0 22 23:00 0 0 1 2 0 0 1 0 0 0 0 0 0 4 1 1 1 1 2 0 0 0 0 0 0 0 0 6 1 1 2 3 2 0 1 0 0 0 0 0 0 10 Totals 46 91 249 529 297 45 9 0 0 0 0 0 0 1,266 33 84 287 520 264 61 4 0 0 0 0 0 0 1,253 79 175 536 1,049 561 106 13 0 0 0 0 0 0 2,519 % of Totals 4% 7% 20% 42% 23% 4% 1% 100% 3% 7% 23% 42% 21% 5% 0% 100% 3% 7% 21% 42% 22% 4% 1% 100% 00:00 - 12:00 3 33 68 194 95 16 1 0 0 0 0 0 0 410 16 42 172 227 96 29 1 0 0 0 0 0 0 583 19 75 240 421 191 45 2 0 0 0 0 0 0 993 % 0% 3% 5% 15% 8% 1% 0% 0% 0% 0% 0% 0% 0% 32% 1% 3% 14% 18% 8% 2% 0% 0% 0% 0% 0% 0% 0% 46% 2% 6% 19% 33% 15% 4% 0% 0% 0% 0% 0% 0% 0% 78% Peak Hour 11:15 11:00 7:45 7:45 8:00 7:30 8:30 0:00 0:00 0:00 0:00 0:00 0:00 8:00 7:45 7:30 7:45 7:45 7:45 6:30 9:30 0:00 0:00 0:00 0:00 0:00 0:00 7:45 7:45 7:30 7:45 7:45 8:00 6:45 8:30 0:00 0:00 0:00 0:00 0:00 0:00 7:45 Peak Volume 2 9 29 91 35 8 1 0 0 0 0 0 0 165 7 29 113 104 33 11 1 0 0 0 0 0 0 290 8 36 142 195 68 17 1 0 0 0 0 0 0 454 12:00 - 24:00 43 58 181 335 202 29 8 0 0 0 0 0 0 856 17 42 115 293 168 32 3 0 0 0 0 0 0 670 60 100 296 628 370 61 11 0 0 0 0 0 0 1526 % 3% 5% 14% 26% 16% 2% 1% 0% 0% 0% 0% 0% 0% 68% 1% 3% 9% 23% 13% 3% 0% 0% 0% 0% 0% 0% 0% 53% 5% 8% 23% 50% 29% 5% 1% 0% 0% 0% 0% 0% 0% 121% Peak Hour 15:00 15:00 15:00 15:15 12:45 15:15 15:30 12:00 12:00 12:00 12:00 12:00 12:00 15:15 19:30 12:45 14:45 14:45 15:00 15:00 15:00 12:00 12:00 12:00 12:00 12:00 12:00 14:45 15:00 15:00 15:00 15:15 15:00 15:00 15:30 12:00 12:00 12:00 12:00 12:00 12:00 15:15 Peak Volume 34 35 43 60 35 8 4 0 0 0 0 0 0 211 5 9 26 74 43 12 2 0 0 0 0 0 0 161 36 42 68 126 70 19 6 0 0 0 0 0 0 362 07:00 - 09:00 1 10 41 132 62 11 0 0 0 0 0 0 0 257 9 32 140 161 57 14 0 0 0 0 0 0 0 413 10 42 181 293 119 25 0 0 0 0 0 0 0 670 % 0% 1% 3% 10% 5% 1% 0% 0% 0% 0% 0% 0% 0% 20% 1% 3% 11% 13% 5% 1% 0% 0% 0% 0% 0% 0% 0% 33% 1% 3% 14% 23% 9% 2% 0% 0% 0% 0% 0% 0% 0% 53% Peak Hour 7:30 7:30 7:45 7:45 8:00 7:30 7:00 7:00 7:00 7:00 7:00 7:00 7:00 8:00 7:45 7:30 7:45 7:45 7:45 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 7:45 7:30 7:45 7:45 8:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 Peak Volume 1 7 29 91 35 8 0 0 0 0 0 0 0 165 7 29 113 104 33 9 0 0 0 0 0 0 0 290 8 36 142 195 68 15 0 0 0 0 0 0 0 454 16:00 - 18:00 1 1 34 77 45 5 2 0 0 0 0 0 0 165 1 0 31 86 47 2 0 0 0 0 0 0 0 167 2 1 65 163 92 7 2 0 0 0 0 0 0 332 % 0% 0% 3% 6% 4% 0% 0% 0% 0% 0% 0% 0% 0% 13% 0% 0% 2% 7% 4% 0% 0% 0% 0% 0% 0% 0% 0% 13% 0% 0% 5% 13% 7% 1% 0% 0% 0% 0% 0% 0% 0% 26% Peak Hour 16:15 17:00 16:30 16:00 16:15 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:30 16:15 16:00 17:00 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 17:00 16:15 17:00 17:00 17:00 16:15 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 17:00 Peak Volume 1 1 19 41 27 3 2 0 0 0 0 0 0 86 1 0 19 52 27 1 0 0 0 0 0 0 0 93 2 1 37 88 53 4 2 0 0 0 0 0 0 174 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Maria Ave & N Lucia Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total

HOURLY BREAKDOWNSTATISTICS
Direction Percentiles 15th 50th Average 85th 95th ADT
1253
TOTALS 21 27 27 33 35 2519
SOUTHBOUND 21 27 27 33 35
NORTHBOUND 21 27 27 33 35 1266
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_001
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Maria Ave & N Lucia Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total
0:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 4:45 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 0 2 1 1 0 1 0 1 0 0 0 0 0 0 0 4 5:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5:45 0 0 0 1 1 0 0 0 0 0 0 0 0 2 1 0 0 1 2 0 0 0 0 0 0 0 0 4 1 0 0 2 3 0 0 0 0 0 0 0 0 6 6:00 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 0 0 2 1 1 0 0 0 0 0 0 0 4 0 0 1 3 1 1 0 0 0 0 0 0 0 6 6:15 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 1 2 0 0 0 0 0 0 0 0 0 3 0 0 1 3 1 0 0 0 0 0 0 0 0 5 6:30 0 2 0 4 1 0 0 0 0 0 0 0 0 7 1 0 0 2 0 1 0 0 0 0 0 0 0 4 1 2 0 6 1 1 0 0 0 0 0 0 0 11 6:45 0 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 8 13 5 3 0 0 0 0 0 0 0 29 0 0 11 13 5 4 0 0 0 0 0 0 0 33 7:00 0 1 5 16 18 1 0 0 0 0 0 0 0 41 2 2 16 38 12 4 0 0 0 0 0 0 0 74 2 3 21 54 30 5 0 0 0 0 0 0 0 115 7:15 0 0 2 9 1 2 0 0 0 0 0 0 0 14 0 0 3 8 2 3 0 0 0 0 0 0 0 16 0 0 5 17 3 5 0 0 0 0 0 0 0 30 7:30 0 3 3 8 4 2 0 0 0 0 0 0 0 20 0 1 3 8 5 1 0 0 0 0 0 0 0 18 0 4 6 16 9 3 0 0 0 0 0 0 0 38 7:45 0 0 2 10 4 1 0 0 0 0 0 0 0 17 1 1 9 14 5 1 0 0 0 0 0 0 0 31 1 1 11 24 9 2 0 0 0 0 0 0 0 48 8:00 0 2 7 22 10 1 0 0 0 0 0 0 0 42 2 9 47 43 10 0 0 0 0 0 0 0 0 111 2 11 54 65 20 1 0 0 0 0 0 0 0 153 8:15 1 2 15 38 12 4 0 0 0 0 0 0 0 72 3 18 51 32 12 1 0 0 0 0 0 0 0 117 4 20 66 70 24 5 0 0 0 0 0 0 0 189 8:30 0 1 5 21 6 0 0 0 0 0 0 0 0 33 1 0 6 15 6 3 0 0 0 0 0 0 0 31 1 1 11 36 12 3 0 0 0 0 0 0 0 64 8:45 0 1 2 8 7 0 0 0 0 0 0 0 0 18 0 1 5 3 5 1 0 0 0 0 0 0 0 15 0 2 7 11 12 1 0 0 0 0 0 0 0 33 9:00 0 1 3 3 1 0 0 0 0 0 0 0 0 8 0 1 2 1 2 0 0 0 0 0 0 0 0 6 0 2 5 4 3 0 0 0 0 0 0 0 0 14 9:15 0 2 0 3 3 0 1 0 0 0 0 0 0 9 0 0 4 5 0 1 0 0 0 0 0 0 0 10 0 2 4 8 3 1 1 0 0 0 0 0 0 19 9:30 0 1 0 3 3 0 0 0 0 0 0 0 0 7 1 0 0 3 4 0 0 0 0 0 0 0 0 8 1 1 0 6 7 0 0 0 0 0 0 0 0 15 9:45 0 3 2 1 2 2 0 0 0 0 0 0 0 10 0 1 2 6 2 0 0 0 0 0 0 0 0 11 0 4 4 7 4 2 0 0 0 0 0 0 0 21 10:00 0 2 2 3 1 0 0 0 0 0 0 0 0 8 0 2 2 4 4 0 0 0 0 0 0 0 0 12 0 4 4 7 5 0 0 0 0 0 0 0 0 20 10:15 0 0 6 2 1 0 0 0 0 0 0 0 0 9 0 0 0 3 0 2 1 0 0 0 0 0 0 6 0 0 6 5 1 2 1 0 0 0 0 0 0 15 10:30 0 0 2 7 3 0 0 0 0 0 0 0 0 12 1 3 0 6 3 1 0 0 0 0 0 0 0 14 1 3 2 13 6 1 0 0 0 0 0 0 0 26 10:45 0 1 0 11 4 0 0 0 0 0 0 0 0 16 0 0 2 1 4 1 0 0 0 0 0 0 0 8 0 1 2 12 8 1 0 0 0 0 0 0 0 24 11:00 1 2 2 3 2 1 0 0 0 0 0 0 0 11 0 1 4 2 3 1 0 0 0 0 0 0 0 11 1 3 6 5 5 2 0 0 0 0 0 0 0 22 11:15 0 1 4 5 0 0 0 0 0 0 0 0 0 10 1 1 2 2 2 3 0 0 0 0 0 0 0 11 1 2 6 7 2 3 0 0 0 0 0 0 0 21 11:30 0 1 2 5 6 0 0 0 0 0 0 0 0 14 0 1 1 6 2 0 0 0 0 0 0 0 0 10 0 2 3 11 8 0 0 0 0 0 0 0 0 24 11:45 0 5 0 5 3 0 0 0 0 0 0 0 0 13 0 0 2 3 4 0 0 0 0 0 0 0 0 9 0 5 2 8 7 0 0 0 0 0 0 0 0 22 15-MINUTE BREAKDOWN
Day: Wednesday City: Redondo Beach
Date: Project #: CA24_020421_001
5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 5 15 20 25 30 35 40 45 50 55 60 65 70 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 15 20 25 30 35 40 45 50 55 60 65 70 99 Prepared by National Data & Surveying Services
SPEED
Diamond St Bet N Maria Ave & N Lucia Ave
12/4/2024
Time

NORTHBOUND
Total

SOUTHBOUND
Total
TOTALS
Total
12:00 2 2 4 2 3 2 0 0 0 0 0 0 0 15 0 0 1 3 2 0 0 0 0 0 0 0 0 6 2 2 5 5 5 2 0 0 0 0 0 0 0 21 12:15 0 0 1 5 3 1 0 0 0 0 0 0 0 10 2 1 0 2 2 1 0 0 0 0 0 0 0 8 2 1 1 7 5 2 0 0 0 0 0 0 0 18 12:30 0 0 1 4 3 0 0 0 0 0 0 0 0 8 0 1 2 2 3 0 0 0 0 0 0 0 0 8 0 1 3 6 6 0 0 0 0 0 0 0 0 16 12:45 1 1 3 8 3 0 1 0 0 0 0 0 0 17 1 2 4 3 3 1 0 0 0 0 0 0 0 14 2 3 7 11 6 1 1 0 0 0 0 0 0 31 13:00 0 3 7 18 14 2 0 0 0 0 0 0 0 44 0 1 2 5 7 1 0 0 0 0 0 0 0 16 0 4 9 23 21 3 0 0 0 0 0 0 0 60 13:15 0 0 5 5 5 0 0 0 0 0 0 0 0 15 2 2 4 5 4 1 0 0 0 0 0 0 0 18 2 2 9 10 9 1 0 0 0 0 0 0 0 33 13:30 0 1 0 20 13 0 0 0 0 0 0 0 0 34 0 4 2 9 4 0 0 0 0 0 0 0 0 19 0 5 2 29 17 0 0 0 0 0 0 0 0 53 13:45 1 2 5 6 2 0 0 0 0 0 0 0 0 16 0 1 4 3 1 2 0 0 0 0 0 0 0 11 1 3 9 9 3 2 0 0 0 0 0 0 0 27 14:00 0 1 2 9 1 0 0 0 0 0 0 0 0 13 1 2 4 4 2 2 0 0 0 0 0 0 0 15 1 3 6 13 3 2 0 0 0 0 0 0 0 28 14:15 0 0 4 5 7 1 0 0 0 0 0 0 0 17 0 1 0 6 2 0 0 0 0 0 0 0 0 9 0 1 4 11 9 1 0 0 0 0 0 0 0 26 14:30 1 1 4 7 4 0 1 0 0 0 0 0 0 18 0 0 5 7 3 1 0 0 0 0 0 0 0 16 1 1 9 14 7 1 1 0 0 0 0 0 0 34 14:45 0 1 4 1 4 0 0 0 0 0 0 0 0 10 0 1 3 11 3 0 0 0 0 0 0 0 0 18 0 2 7 12 7 0 0 0 0 0 0 0 0 28 15:00 0 0 3 6 1 0 1 0 0 0 0 0 0 11 0 2 2 12 10 3 0 0 0 0 0 0 0 29 0 2 5 18 11 3 1 0 0 0 0 0 0 40 15:15 1 2 9 13 8 2 0 0 0 0 0 0 0 35 0 3 9 25 13 3 0 0 0 0 0 0 0 53 1 5 18 38 21 5 0 0 0 0 0 0 0 88 15:30 26 25 22 18 9 4 1 0 0 0 0 0 0 105 2 2 12 26 14 4 1 0 0 0 0 0 0 61 28 27 34 44 23 8 2 0 0 0 0 0 0 166 15:45 7 8 9 14 9 1 1 0 0 0 0 0 0 49 0 0 2 7 6 2 1 0 0 0 0 0 0 18 7 8 11 21 15 3 2 0 0 0 0 0 0 67 16:00 0 0 2 15 3 1 1 0 0 0 0 0 0 22 0 0 3 8 7 1 0 0 0 0 0 0 0 19 0 0 5 23 10 2 1 0 0 0 0 0 0 41 16:15 0 0 5 6 6 2 1 0 0 0 0 0 0 20 0 0 1 8 7 0 0 0 0 0 0 0 0 16 0 0 6 14 13 2 1 0 0 0 0 0 0 36 16:30 0 0 4 11 7 0 0 0 0 0 0 0 0 22 0 0 3 8 7 0 0 0 0 0 0 0 0 18 0 0 7 19 14 0 0 0 0 0 0 0 0 40 16:45 0 0 5 9 6 0 0 0 0 0 0 0 0 20 0 0 5 10 6 0 0 0 0 0 0 0 0 21 0 0 10 19 12 0 0 0 0 0 0 0 0 41 17:00 1 0 3 11 8 0 0 0 0 0 0 0 0 23 1 0 1 12 6 1 0 0 0 0 0 0 0 21 2 0 4 23 14 1 0 0 0 0 0 0 0 44 17:15 0 0 7 9 5 0 0 0 0 0 0 0 0 21 0 0 5 13 3 0 0 0 0 0 0 0 0 21 0 0 12 22 8 0 0 0 0 0 0 0 0 42 17:30 0 0 3 10 4 1 0 0 0 0 0 0 0 18 0 0 5 10 2 0 0 0 0 0 0 0 0 17 0 0 8 20 6 1 0 0 0 0 0 0 0 35 17:45 0 1 5 6 6 1 0 0 0 0 0 0 0 19 0 0 8 17 9 0 0 0 0 0 0 0 0 34 0 1 13 23 15 1 0 0 0 0 0 0 0 53 18:00 0 0 7 10 5 1 0 0 0 0 0 0 0 23 0 1 4 7 5 1 0 0 0 0 0 0 0 18 0 1 11 17 10 2 0 0 0 0 0 0 0 41 18:15 0 1 6 12 11 2 0 0 0 0 0 0 0 32 0 1 3 9 5 2 0 0 0 0 0 0 0 20 0 2 9 21 16 4 0 0 0 0 0 0 0 52 18:30 0 2 3 3 1 1 0 0 0 0 0 0 0 10 0 3 2 4 2 0 0 0 0 0 0 0 0 11 0 5 5 7 3 1 0 0 0 0 0 0 0 21 18:45 0 0 4 11 6 1 0 0 0 0 0 0 0 22 0 2 1 9 5 3 0 0 0 0 0 0 0 20 0 2 5 20 11 4 0 0 0 0 0 0 0 42 19:00 0 2 3 4 3 1 0 0 0 0 0 0 0 13 1 0 3 4 3 0 0 0 0 0 0 0 0 11 1 2 6 8 6 1 0 0 0 0 0 0 0 24 19:15 0 0 2 3 2 1 0 0 0 0 0 0 0 8 0 3 5 11 4 0 0 0 0 0 0 0 0 23 0 3 7 14 6 1 0 0 0 0 0 0 0 31 19:30 1 0 4 11 7 0 0 0 0 0 0 0 0 23 2 0 1 1 2 0 0 0 0 0 0 0 0 6 3 0 5 12 9 0 0 0 0 0 0 0 0 29 19:45 0 3 3 4 1 0 0 0 0 0 0 0 0 11 0 2 1 3 1 0 0 0 0 0 0 0 0 7 0 5 4 7 2 0 0 0 0 0 0 0 0 18 20:00 0 1 1 4 0 1 0 0 0 0 0 0 0 7 0 2 0 3 1 0 1 0 0 0 0 0 0 7 0 3 1 7 1 1 1 0 0 0 0 0 0 14 20:15 1 0 2 4 3 0 0 0 0 0 0 0 0 10 3 1 1 4 1 1 0 0 0 0 0 0 0 11 4 1 3 8 4 1 0 0 0 0 0 0 0 21 20:30 1 0 1 3 0 0 0 0 0 0 0 0 0 5 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 1 4 0 0 0 0 0 0 0 0 0 6 20:45 0 1 2 2 6 0 0 0 0 0 0 0 0 11 0 1 1 5 1 0 0 0 0 0 0 0 0 8 0 2 3 7 7 0 0 0 0 0 0 0 0 19 21:00 0 0 4 5 4 1 0 0 0 0 0 0 0 14 0 0 0 4 1 0 0 0 0 0 0 0 0 5 0 0 4 9 5 1 0 0 0 0 0 0 0 19 21:15 0 0 8 2 6 1 0 0 0 0 0 0 0 17 0 0 3 3 2 1 0 0 0 0 0 0 0 9 0 0 11 5 8 2 0 0 0 0 0 0 0 26 21:30 0 0 7 19 5 1 0 0 0 0 0 0 0 32 0 1 1 2 4 0 0 0 0 0 0 0 0 8 0 1 8 21 9 1 0 0 0 0 0 0 0 40 21:45 0 0 3 9 5 0 0 0 0 0 0 0 0 17 0 0 1 4 0 1 0 0 0 0 0 0 0 6 0 0 4 13 5 1 0 0 0 0 0 0 0 23 22:00 0 0 1 4 1 0 0 0 0 0 0 0 0 6 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 4 2 0 0 0 0 0 0 0 0 7 22:15 0 0 2 4 1 0 0 0 0 0 0 0 0 7 1 0 0 2 2 0 0 0 0 0 0 0 0 5 1 0 2 6 3 0 0 0 0 0 0 0 0 12 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 0 0 0 0 0 0 0 0 3 23:00 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 1 1 2 0 0 0 0 0 0 0 0 5 0 1 1 1 2 0 1 0 0 0 0 0 0 6 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 23:45 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Totals 46 91 249 529 297 45 9 0 0 0 0 0 0 1,266 33 84 287 520 264 61 4 0 0 0 0 0 0 1,253 79 175 536 1,049 561 106 13 0 0 0 0 0 0 2,519 % of Totals 4% 7% 20% 42% 23% 4% 1% 0% 0% 0% 0% 0% 0% 100% 3% 7% 23% 42% 21% 5% 0% 0% 0% 0% 0% 0% 0% 100% 3% 7% 21% 42% 22% 4% 1% 0% 0% 0% 0% 0% 0% 100% 15-MINUTE BREAKDOWN
21 D. TIMS CRASH DATA
Collision Summary Report
City of Redondo Beach
Traffic Engineering
10/9/24
From 10/09/19 to 10/09/24
Total Collisions: 5
Injury Collisions: 4 Total Injured: 4
Fatal Collisions: 0 Total Killed: 0
DIAMOND ST from PACIFIC COAST HWY to PROSPECT AV Page 1 of 2 8968738 11/05/19 18:01 Tuesday
Broadside Bicycle

DIAMOND ST - LUCIA AV
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Not Sta Age:

Assoc Factor: Not Stated
Making Right Turn
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver East 0 OTHER - TRUCK Pickups & Panels No Injury Not Stated Not Stated
Male Age: 15
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist East 0 - Bicycle No Injury
9020599 12/12/19 11:20 Thursday
Broadside Other Motor Vehicle

PACIFIC COAST HWY - DIAMOND ST
Traffic Signals and Signs
0' Direction: Not Stated
21453A Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Air Bag Not Deployed Not Stated
Male Age: 87
Assoc Factor: Not Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2015 MERCEDES-BENZ Passenger Car, Station Wagon, Jeep 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 East 2005 TOYOTA Passenger Car, Station Wagon, Jeep Complaint of Pain 24-000021 01/02/24 05:05 Tuesday
Head-On Parked Motor Vehicle

HELBERTA AV - DIAMOND ST
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Not Stated
Not Sta Age:

Assoc Factor: None Apparent
Other
Veh Type: Sobriety: Not Applicable
Party 1 Driver NORT 2013 Toyota Highlander Sport Utility Vehicle Not Stated
Not Sta Age:

Assoc Factor: None Apparent
Parked
Veh Type: Sobriety: Not Applicable
Party 2 Parked Vehicle SOUT 2022 Subaru Forester Sport Utility Vehicle 24-000145 01/08/24 09:19 Monday
Sideswipe Bicycle

DIAMOND ST - GUADALUPE AV
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 65
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2020 FORD EDGE Sport Utility Vehicle M/C Bicycle Helmet Driver - Y Cell Phone Not In Use
F Age: 15
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Bicyclist WEST 2020 RAD POWER BIK EBIKE Bicycle 24-000383 01/19/24 08:30 Friday
Sideswipe Bicycle

DIAMOND ST - GUADALUPE AV
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 45
Assoc Factor: Violation
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2004 Acura Tl Passenger Car, Station Wagon, Jeep M/C Bicycle Helmet Driver - Y Cell Phone Not In Use
F Age: 17
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Bicyclist WEST BIRD Electric Bicycle
DIAMOND ST from PACIFIC COAST HWY to PROSPECT AV Page 2 of 2 Segment Length: 0.68 miles (3,601')
Collisions per mile: 7.33
Settings for Query:

Segment: DIAMOND ST between PACIFIC COAST HWY and PROSPECT AV Include Intersection Related at Limit 1 (PACIFIC COAST HWY): True Include Intersection Related at Limit 2 (PROSPECT AV): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time
CASE_ID ACCIDENT_YEAR PROC_DATE JURIS COLLISION_DATE COLLISION_TIME Time_format OFFICER_ID 8968738 2019 2/7/2020 1956 11/5/2019 1801 18:01 12069020599 2019 3/9/2020 1956 12/12/2019 1120 11:20 13289221408 2021 2/23/2021 1956 1/21/2021 2108 21:08 12729402944 2022 2/10/2022 1956 1/6/2022 1056 10:56 12929392789 2022 2/1/2022 1956 1/8/2022 825 8:25 13799379708 2022 2/4/2022 1956 1/8/2022 1232 12:32 13799414543 2022 3/24/2022 1956 3/5/2022 1904 19:04 13629440021 2022 5/12/2022 1956 4/7/2022 1535 15:35 13359442115 2022 5/17/2022 1956 4/29/2022 810 8:10 13709442118 2022 5/17/2022 1956 4/29/2022 752 7:52 13729536515 2022 1/20/2023 1956 10/15/2022 2303 23:03 12929536151 2022 1/3/2023 1956 10/28/2022 1540 15:40 13909577181 2023 5/26/2023 1956 4/27/2023 1544 15:44 12929683231 2023 5/16/2024 1956 9/18/2023 330 3:30 13729652652 2024 3/28/2024 1956 1/8/2024 919 9:19 13729667460 2024 3/30/2024 1956 1/19/2024 830 8:30 1384 1/2/2024 505 5:05
Transportation Injury Mapping System (TIMS) Crash Data (Dec 2019 – June 2024) REPORTING_DISTRICT DAY_OF_WEEK CHP_SHIFT POPULATION CNTY_CITY_LOC SPECIAL_COND BEAT_TYPE 26 2 5 5 1956 0 020 4 5 5 1956 0 020 4 5 5 1956 0 026 4 5 5 1956 0 0 6 5 5 1956 0 06 5 5 1956 0 0
25-Feb 6 5 5 1956 0 0
28 4 5 5 1956 0 026 5 5 5 1956 0 023 5 5 5 1956 0 020 6 5 5 1956 0 023 5 5 5 1956 0 025 4 5 5 1956 0 0 9 1 5 5 1956 0 0
25 1 5 5 1956 0 025 5 5 5 1956 0 0
2 1956
CHP_BEAT_TYPE CITY_DIVISION_LAPD CHP_BEAT_CLASS BEAT_NUMBER PRIMARY_RD SECONDARY_RD 0 0 2 DIAMOND ST LUCIA AV0 0 2 RT 1 DIAMOND ST0 0 2 RT 1 DIAMOND ST0 0 2 N PROSPECT AV DIAMOND ST0 0 2 FRANCISCA AV DIAMOND ST0 0 RT 1 DIAMOND ST0 0 2 PACIFIC COAST HWY DIAMOND ST0 0 2 PROSPECT AV DAIMOND ST0 0 2 DIAMOND ST MARIA AV0 0 2 DIAMOND ST FRANCISCA AV0 0 2 RT 1 DIAMOND ST0 0 2 DIAMOND ST PACIFIC COAST HWY0 0 2 DIAMOND ST IRENA AVE0 0 1 DIAMOND AV JUANITA AV0 0 2 DIAMOND ST GUADALUPE AV0 0 2 DIAMOND ST GUADALUPE AV

HELBERTA AV DIAMOND ST
DISTANCE DIRECTION INTERSECTION WEATHER_1 WEATHER_2 STATE_HWY_IND CALTRANS_COUNTY 0 Y A - N0 Y A - Y LA0 Y A - Y LA
75 S N A - N
0 Y A - N0 N A - Y LA0 Y A - Y LA
47 N N A - N
0 Y A - N
10 E N A - N
0 Y B - Y LA0 Y A - Y LA
69 E N B - N
0 Y A - N0 Y A - N0 Y B - N0 Y N
RAMP_INTERSECTION SIDE_OF_HWY TOW_AWAY COLLISION_SEVERITY NUMBER_KILLED NUMBER_INJURED N 4 0 1
5 S Y 4 0 15 N Y 3 0 2
Y 3 0 3N 4 0 1
5 N Y 4 0 15 N Y 4 0 1
N 4 0 1N 4 0 1N 3 0 1
5 S Y 3 0 16 N N 4 0 1
N 3 0 1
3 0 1
N 3 0 1N 3 0 1
0 0 0
PARTY_COUNT PRIMARY_COLL_FACTOR PCF_CODE_OF_VIOL PCF_VIOL_CATEGORY PCF_VIOLATION 2 A - 8 221072 A - 12 214532 A - 9 218012 A - 3 223502 A - 12 224502 A - 9 218012 A - 9 218012 A - 8 221072 A - 9 218022 A - 9 218012 A - 2 224002 A - 3 223502 A - 0 217602 A - 12 224502 A - 8 221072 A - 8 221072 A 3 22350 PCF_VIOL_SUBSECTION HIT_AND_RUN TYPE_OF_COLLISION MVIW PED_ACTION ROAD_SURFACE ROAD_COND_1

F D G A A H

A N D C A A HA N D C A A H

N C C A A H

A N D G A A HA N D C A A HA N A C A A H

N B C A A H

A N D C A A HA N D G A A HA N C C A A A

F G G F A H

C N B G A A HA F G - B A H

N B G A A HN H G A A AM A
ROAD_COND_2 LIGHTING CONTROL_DEVICE CHP_ROAD_TYPE PEDESTRIAN_ACCIDENT BICYCLE_ACCIDENT - C D 0 Y - A A 0 - C A 0 - A A 0 - A D 0 Y - A A 0 - C A 0 - A D 0 - A - 0 - A A 0 Y H C - 0 - A D 0 Y Y - A D 0 Y - A A 0 Y Y - A D 0 Y - A D 0 Y MOTORCYCLE_ACCIDENT TRUCK_ACCIDENT NOT_PRIVATE_PROPERTY ALCOHOL_INVOLVED STWD_VEHTYPE_AT_FAULT

Y DY AY AY AY LY DY AY AY AY L

Y Y Y C

Y LY AY LY AY AY A
CHP_VEHTYPE_AT_FAULT COUNT_SEVERE_INJ COUNT_VISIBLE_INJ COUNT_COMPLAINT_PAIN COUNT_PED_KILLED 22 0 0 1 0
1 0 0 1 01 0 2 0 01 0 1 2 04 0 0 1 0
22 0 0 1 0
7 0 0 1 01 0 0 1 01 0 0 1 04 0 1 0 02 0 1 0 04 0 0 1 01 0 1 0 04 0 1 0 07 0 1 0 01 0 1 0 07 0 0 0 0 COUNT_PED_INJURED COUNT_BICYCLIST_KILLED COUNT_BICYCLIST_INJURED COUNT_MC_KILLED COUNT_MC_INJURED 0 0 1 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 1 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 1 0 00 0 0 0 11 0 0 0 00 0 1 0 01 0 0 0 00 0 1 0 00 0 1 0 00 0 0 0 0 PRIMARY_RAMP SECONDARY_RAMP LATITUDE LONGITUDE COUNTY CITY POINT_X POINT_Y - - LOS ANGELES REDONDO BEACH -118.38155 33.8494911- - LOS ANGELES REDONDO BEACH -118.38726 33.8449707- - LOS ANGELES REDONDO BEACH -118.38726 33.8449707- - LOS ANGELES REDONDO BEACH -118.37879 33.8516388- - 33.84568024 -118.3863907 LOS ANGELES REDONDO BEACH -118.38638 33.8456955- - 33.84497833 -118.3872833 LOS ANGELES REDONDO BEACH -118.38726 33.8449821- - 33.84497833 -118.3872833 LOS ANGELES REDONDO BEACH -118.38726 33.8449821- - 33.85174942 -118.3786697 LOS ANGELES REDONDO BEACH -118.3789 33.8517303- - 33.8502388 -118.3805313 LOS ANGELES REDONDO BEACH -118.38053 33.8502884- - 33.84568024 -118.2863922 LOS ANGELES REDONDO BEACH -118.38636 33.8457184- - LOS ANGELES REDONDO BEACH -118.38726 33.8449821- - 33.84497833 -118.3872833 LOS ANGELES REDONDO BEACH -118.38726 33.8449821- - LOS ANGELES REDONDO BEACH -118.38319 33.8481789- - 33.84878922 -118.3824692 LOS ANGELES REDONDO BEACH -118.38246 33.8487473- - LOS ANGELES REDONDO BEACH -118.38518 33.8466797- - 33.84674072 -118.3852463 LOS ANGELES REDONDO BEACH -118.38518 33.8466797

LOS ANGELES REDONDO BEACH
22 E. DIAMOND STREET PREFERRED DESIGN AND

PROPOSED TREATMENTS
10' 8' 10' 10' 5' 8'

BIKE LANE

BIKE LANE

BICYCLE ENTRANCE/EXIT

REMOVE EXISTING FENCE

FLEXIBLE DELINEATORS
14'
2'
11'
150'

ON-STREET PARKING

ON-STREET
PARKING 5' 8'
13' 8' 5' 10' 8' 10' 5' 8' 8' 5' 10' 8' 10' 5' 5' 5'

RUHS ASPHALT ART

CURB EXTENSION WITH

RUBBER CURB

BUFFERED BIKE LANE
PARKING-PROTECTED BIKE LANE3' 7' 8' H:\G0000\02LAX.00343.00_P_Redondo Union High Access Study and Design\PRODUCTION\CADD\PLANS\02LAX.00343.00_TP_Preferred Alt.dwg 10/14/2025 THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING

ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN.

PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION

PREFERRED ALTERNATIVE

REDONDO UNION HIGH ACCESS STUDY AND DESIGN
10/14/25
0 SCALE IN FEET
20' 40' 60'
N

A BIKE LANE, NO BUFFER B PARKING-PROTECTED BIKE LANE C BUFFERED BIKE LANE

D BICYCLE PARKING CURB EXTENSIONS AND ASPHALT ART

AT ALL-WAY STOP INTERSECTIONS

E BICYCLE CONFLICT MARKINGS F
THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN. PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION PREFERRED ALTERNATIVE REDONDO UNION HIGH ACCESS STUDY AND DESIGN 6/11/25 0 SCALE IN FEET 20' 40' 60' PROPOSED TREATMENTS
23 F. HCS REPORT EXISTING AND PROPOSED
CONDITIONS - DEL AMO STREET/ N. JUANITA

AVENUE AND DIAMOND STREET
HCS All-Way Stop Control Report
General and Site Information Lanes
Analyst EK
Agency/Co. Toole Design
Date Performed 3/17/2025
Analysis Year 2024
Analysis Time Period (hrs) 1.00
Time Analyzed Existing AM Peak
Project Description Redondo Union High Access Study an… Intersection Diamond St at Del Amo St/Juanita Ave
Jurisdiction Redondo Beach
East/West Street Del Amo St/Juanita Ave
North/South Street Diamond St
Peak Hour Factor 0.70
Turning Movement Demand Volumes
Approach Eastbound Westbound Northbound Southbound
Movement L T R L T R L T R L T R
Volume (veh/h) 6 72 43 123 36 6 22 145 131 24 201 11
% Thrus in Shared Lane
Lane Flow Rate and Adjustments
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR L TR L TR
Flow Rate, v (veh/h) 174 176 60 32 396 34 304
Percent Heavy Vehicles 2 2 2 2 2 2 2
Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.154 0.157 0.054 0.028 0.352 0.031 0.270 Final Departure Headway, hd (s) 7.13 7.74 7.13 7.15 6.30 7.28 6.73 Final Degree of Utilization, x 0.344 0.379 0.119 0.063 0.693 0.070 0.569 Move-Up Time, m (s) 2.0 2.3 2.3 2.3 2.3 2.3 2.3
Service Time, ts (s) 5.13 5.44 4.83 4.85 4.00 4.98 4.43 Capacity, Delay and Level of Service
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR L TR L TR
Flow Rate, v (veh/h) 174 176 60 32 396 34 304
Capacity (veh/h) 505 465 505 504 571 495 535
95% Queue Length, Q₉₅ (veh) 1.6 1.8 0.4 0.2 6.3 0.2 3.8 95% Queue Length, Q₉₅ (ft) 40.6 45.7 10.2 5.1 160.0 5.1 96.5 Control Delay (s/veh) 13.9 15.1 10.8 10.3 22.9 10.5 18.2 Level of Service, LOS B C B B C B C
Approach Delay (s/veh) | LOS 13.9 B 14.0 B 22.0 C 17.4 C Intersection Delay (s/veh) | LOS 17.9 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ AWSC Version 2024 Generated: 3/18/2025 12:33:03 PM Existing_AM.xaw
HCS All-Way Stop Control Report
General and Site Information Lanes
Analyst CB
Agency/Co. Toole Design
Date Performed 3/25/2025
Analysis Year 2024
Analysis Time Period (hrs) 1.00
Time Analyzed Rerouting AM Peak
Project Description Redondo Union High Access Study an… Intersection Diamond St at Del Amo St/Juanita Ave
Jurisdiction Redondo Beach
East/West Street Del Amo St/Juanita Ave
North/South Street Diamond St
Peak Hour Factor 0.70
Turning Movement Demand Volumes
Approach Eastbound Westbound Northbound Southbound
Movement L T R L T R L T R L T R
Volume (veh/h) 6 72 43 207 36 76 22 41 96 24 201 11
% Thrus in Shared Lane
Lane Flow Rate and Adjustments
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR LTR LTR
Flow Rate, v (veh/h) 174 297 161 228 339
Percent Heavy Vehicles 2 2 2 2 2
Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.154 0.264 0.143 0.203 0.301 Final Departure Headway, hd (s) 6.65 7.23 6.23 6.29 6.33 Final Degree of Utilization, x 0.321 0.596 0.278 0.399 0.595 Move-Up Time, m (s) 2.0 2.3 2.3 2.0 2.0
Service Time, ts (s) 4.65 4.93 3.93 4.29 4.33
Capacity, Delay and Level of Service
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR LTR LTR
Flow Rate, v (veh/h) 174 297 161 228 339
Capacity (veh/h) 541 498 578 572 569
95% Queue Length, Q₉₅ (veh) 1.4 4.3 1.1 2.0 4.3
95% Queue Length, Q₉₅ (ft) 35.6 109.2 27.9 50.8 109.2
Control Delay (s/veh) 12.8 20.4 11.3 13.4 18.5
Level of Service, LOS B C B B C
Approach Delay (s/veh) | LOS 12.8 B 17.2 C 13.4 B 18.5 C Intersection Delay (s/veh) | LOS 16.2 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ AWSC Version 2024 Generated: 3/27/2025 1:32:31 PM Rerouting_AM.xaw
HCS All-Way Stop Control Report
General and Site Information Lanes
Analyst CB
Agency/Co. Toole Design
Date Performed 3/25/2025
Analysis Year 2024
Analysis Time Period (hrs) 1.00
Time Analyzed Existing PM Peak
Project Description Redondo Union High Access Study an… Intersection Diamond St at Del Amo St/Juanita Ave
Jurisdiction Redondo Beach
East/West Street Del Amo St/Juanita Ave
North/South Street Diamond St
Peak Hour Factor 0.70
Turning Movement Demand Volumes
Approach Eastbound Westbound Northbound Southbound
Movement L T R L T R L T R L T R
Volume (veh/h) 9 46 18 120 50 20 9 100 124 17 127 15
% Thrus in Shared Lane
Lane Flow Rate and Adjustments
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR L TR L TR
Flow Rate, v (veh/h) 105 172 100 13 321 24 204
Percent Heavy Vehicles 2 2 2 2 2 2 2
Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.093 0.153 0.089 0.011 0.286 0.022 0.181 Final Departure Headway, hd (s) 6.44 6.78 6.07 6.57 5.67 6.70 6.12 Final Degree of Utilization, x 0.187 0.324 0.169 0.024 0.506 0.045 0.346 Move-Up Time, m (s) 2.0 2.3 2.3 2.3 2.3 2.3 2.3
Service Time, ts (s) 4.44 4.48 3.77 4.27 3.37 4.40 3.82 Capacity, Delay and Level of Service
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR L TR L TR
Flow Rate, v (veh/h) 105 172 100 13 321 24 204
Capacity (veh/h) 559 531 593 548 635 537 588
95% Queue Length, Q₉₅ (veh) 0.7 1.4 0.6 0.1 3.0 0.1 1.6 95% Queue Length, Q₉₅ (ft) 17.8 35.6 15.2 2.5 76.2 2.5 40.6 Control Delay (s/veh) 10.9 12.7 10.0 9.4 14.2 9.7 12.1
Level of Service, LOS B B B A B A B
Approach Delay (s/veh) | LOS 10.9 B 11.7 B 14.0 B 11.8 B Intersection Delay (s/veh) | LOS 12.5 B
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ AWSC Version 2025 Generated: 3/25/2025 6:07:24 PM Existing_PM.xaw
HCS All-Way Stop Control Report
General and Site Information Lanes
Analyst CB
Agency/Co. Toole Design
Date Performed 3/25/2025
Analysis Year 2024
Analysis Time Period (hrs) 1.00
Time Analyzed Rerouting PM Peak
Project Description Redondo Union High Access Study an… Intersection Diamond St at Del Amo St/Juanita Ave
Jurisdiction Redondo Beach
East/West Street Del Amo St/Juanita Ave
North/South Street Diamond St
Peak Hour Factor 0.70
Turning Movement Demand Volumes
Approach Eastbound Westbound Northbound Southbound
Movement L T R L T R L T R L T R
Volume (veh/h) 9 46 18 172 50 50 9 56 109 17 127 15
% Thrus in Shared Lane
Lane Flow Rate and Adjustments
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR LTR LTR
Flow Rate, v (veh/h) 105 247 143 250 228
Percent Heavy Vehicles 2 2 2 2 2
Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.093 0.219 0.128 0.222 0.203 Final Departure Headway, hd (s) 5.97 6.56 5.70 5.36 5.70 Final Degree of Utilization, x 0.174 0.449 0.227 0.372 0.361 Move-Up Time, m (s) 2.0 2.3 2.3 2.0 2.0
Service Time, ts (s) 3.97 4.26 3.40 3.36 3.70
Capacity, Delay and Level of Service
Approach Eastbound Westbound Northbound Southbound
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration LTR L TR LTR LTR
Flow Rate, v (veh/h) 105 247 143 250 228
Capacity (veh/h) 603 549 632 672 631
95% Queue Length, Q₉₅ (veh) 0.6 2.4 0.9 1.8 1.7
95% Queue Length, Q₉₅ (ft) 15.2 61.0 22.9 45.7 43.2
Control Delay (s/veh) 10.2 14.6 10.1 11.5 11.9
Level of Service, LOS B B B B B
Approach Delay (s/veh) | LOS 10.2 B 12.9 B 11.5 B 11.9 B Intersection Delay (s/veh) | LOS 12.0 B
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ AWSC Version 2024 Generated: 3/27/2025 1:31:36 PM Rerouting_PM.xaw
24 G. HCS REPORT EXISTING AND PROPOSED

CONDITIONS - FRANCISCA AVENUE AND DIAMOND
ST

HCM 7th AWSC
3: Diamond & Francisca 05/09/2025
Existing AM 10:01 am 05/09/2025 Baseline Synchro 12 Report

Intersection
Intersection Delay, s/veh 10.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 204 5 22 183 15 1 0 0 12 0 21
Future Vol, veh/h 15 204 5 22 183 15 1 0 0 12 0 21
Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 304 7 33 273 22 1 0 0 18 0 31
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh 11 10.6 8.8 8.6

HCM LOS B B A A
Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 100% 100% 0% 100% 0% 36%
Vol Thru, % 0% 0% 98% 0% 92% 0%
Vol Right, % 0% 0% 2% 0% 8% 64%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 1 15 209 22 198 33
LT Vol 1 15 0 22 0 12
Through Vol 0 0 204 0 183 0
RT Vol 0 0 5 0 15 21
Lane Flow Rate 1 22 312 33 296 49
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.002 0.034 0.425 0.05 0.4 0.07
Departure Headway (Hd) 5.743 5.428 4.909 5.431 4.875 5.142 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 622 661 736 661 739 696
Service Time 3.79 3.15 2.631 3.152 2.596 3.179
HCM Lane V/C Ratio 0.002 0.033 0.424 0.05 0.401 0.07
HCM Control Delay, s/veh 8.8 8.3 11.2 8.4 10.8 8.6
HCM Lane LOS A A B A B A
HCM 95th-tile Q 0 0.1 2.1 0.2 1.9 0.2
HCM 7th AWSC
3: Diamond & Francisca 05/09/2025
Bulbouts AM 10:01 am 05/09/2025 Bulbouts AM Synchro 12 Report

Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 204 5 22 183 15 1 0 0 12 0 21
Future Vol, veh/h 15 204 5 22 183 15 1 0 0 12 0 21
Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 304 7 33 273 22 1 0 0 18 0 31
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.4 10.3 8.7 8.5

HCM LOS B B A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 100% 7% 10% 36%
Vol Thru, % 0% 91% 83% 0%
Vol Right, % 0% 2% 7% 64%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 1 224 220 33
LT Vol 1 15 22 12
Through Vol 0 204 183 0
RT Vol 0 5 15 21
Lane Flow Rate 1 334 328 49
Geometry Grp 1 1 1 1
Degree of Util (X) 0.002 0.409 0.4 0.069
Departure Headway (Hd) 5.656 4.4 4.386 5.056
Convergence, Y/N Yes Yes Yes Yes
Cap 631 819 821 707
Service Time 3.703 2.419 2.405 3.097
HCM Lane V/C Ratio 0.002 0.408 0.4 0.069
HCM Control Delay, s/veh 8.7 10.4 10.3 8.5
HCM Lane LOS A B B A
HCM 95th-tile Q 0 2 1.9 0.2
HCM 7th AWSC
6: Del Amo/Juanita & Diamond 05/09/2025
Bulbouts AM 10:01 am 05/09/2025 Bulbouts AM Synchro 12 Report

Intersection
Intersection Delay, s/veh 21
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 145 131 24 201 11 123 36 6 6 72 43 Future Vol, veh/h 22 145 131 24 201 11 123 36 6 6 72 43 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 33 216 196 36 300 16 184 54 9 9 107 64
Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 2 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 1 1 1
HCM Control Delay, s/veh 25.5 20.4 18.5 14.3

HCM LOS D C C B
Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1
Vol Left, % 77% 0% 7% 10% 5%
Vol Thru, % 23% 0% 49% 85% 60%
Vol Right, % 0% 100% 44% 5% 36%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 159 6 298 236 121
LT Vol 123 0 22 24 6
Through Vol 36 0 145 201 72
RT Vol 0 6 131 11 43
Lane Flow Rate 237 9 445 352 181
Geometry Grp 7 7 2 2 5
Degree of Util (X) 0.517 0.017 0.752 0.636 0.363
Departure Headway (Hd) 7.837 6.72 6.09 6.496 7.233
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 458 528 592 553 500
Service Time 5.631 4.514 4.177 4.589 5.233
HCM Lane V/C Ratio 0.517 0.017 0.752 0.637 0.362
HCM Control Delay, s/veh 18.8 9.6 25.5 20.4 14.3
HCM Lane LOS C A D C B
HCM 95th-tile Q 2.9 0.1 6.6 4.4 1.6
HCM 7th AWSC
3: Diamond & Francisca 05/09/2025
Existing PM 4:11 pm 05/09/2025 Baseline PM Synchro 12 Report

Intersection
Intersection Delay, s/veh 10.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 196 1 9 169 16 4 0 14 11 0 22
Future Vol, veh/h 15 196 1 9 169 16 4 0 14 11 0 22
Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 284 1 13 245 23 6 0 20 16 0 32
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh 10.6 10.4 8.2 8.4

HCM LOS B B A A
Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 22% 100% 0% 100% 0% 33%
Vol Thru, % 0% 0% 99% 0% 91% 0%
Vol Right, % 78% 0% 1% 0% 9% 67%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 18 15 197 9 185 33
LT Vol 4 15 0 9 0 11
Through Vol 0 0 196 0 169 0
RT Vol 14 0 1 0 16 22
Lane Flow Rate 26 22 286 13 268 48
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.036 0.033 0.392 0.02 0.366 0.067
Departure Headway (Hd) 4.967 5.447 4.941 5.473 4.91 5.019 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 718 658 728 655 732 712
Service Time 3.014 3.175 2.669 3.201 2.638 3.062
HCM Lane V/C Ratio 0.036 0.033 0.393 0.02 0.366 0.067
HCM Control Delay, s/veh 8.2 8.4 10.8 8.3 10.5 8.4
HCM Lane LOS A A B A B A
HCM 95th-tile Q 0.1 0.1 1.9 0.1 1.7 0.2
HCM 7th AWSC
6: Del Amo/Juanita & Diamond 05/09/2025
Existing PM 4:11 pm 05/09/2025 Baseline PM Synchro 12 Report

Intersection
Intersection Delay, s/veh 13.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 100 124 17 127 15 120 50 20 9 46 18 Future Vol, veh/h 9 100 124 17 127 15 120 50 20 9 46 18 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 13 145 180 25 184 22 174 72 29 13 67 26
Number of Lanes 1 1 0 1 1 0 0 1 1 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 2 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 1 2 2
HCM Control Delay, s/veh 14.5 12.2 14.5 11.4

HCM LOS B B B B
Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 71% 0% 100% 0% 100% 0% 12%
Vol Thru, % 29% 0% 0% 45% 0% 89% 63%
Vol Right, % 0% 100% 0% 55% 0% 11% 25%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 170 20 9 224 17 142 73
LT Vol 120 0 9 0 17 0 9
Through Vol 50 0 0 100 0 127 46
RT Vol 0 20 0 124 0 15 18
Lane Flow Rate 246 29 13 325 25 206 106
Geometry Grp 7 7 7 7 7 7 6
Degree of Util (X) 0.461 0.046 0.024 0.521 0.047 0.357 0.196 Departure Headway (Hd) 6.73 5.663 6.683 5.781 6.829 6.245 6.677 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 535 629 534 620 522 574 534
Service Time 4.492 3.424 4.446 3.544 4.598 4.013 4.758
HCM Lane V/C Ratio 0.46 0.046 0.024 0.524 0.048 0.359 0.199 HCM Control Delay, s/veh 15.2 8.7 9.6 14.7 9.9 12.5 11.4 HCM Lane LOS C A A B A B B
HCM 95th-tile Q 2.4 0.1 0.1 3 0.1 1.6 0.7
HCM 7th AWSC
3: Diamond & Francisca 05/09/2025
Bulbouts PM 4:11 pm 05/09/2025 Bulbouts PM Synchro 12 Report

Intersection
Intersection Delay, s/veh 9.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 196 1 9 169 16 4 0 14 11 0 22
Future Vol, veh/h 15 196 1 9 169 16 4 0 14 11 0 22
Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 284 1 13 245 23 6 0 20 16 0 32
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.1 9.7 8.1 8.3

HCM LOS B A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 22% 7% 5% 33%
Vol Thru, % 0% 92% 87% 0%
Vol Right, % 78% 0% 8% 67%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 18 212 194 33
LT Vol 4 15 9 11
Through Vol 0 196 169 0
RT Vol 14 1 16 22
Lane Flow Rate 26 307 281 48
Geometry Grp 1 1 1 1
Degree of Util (X) 0.035 0.377 0.343 0.065
Departure Headway (Hd) 4.869 4.42 4.397 4.924
Convergence, Y/N Yes Yes Yes Yes
Cap 734 814 818 726
Service Time 2.911 2.441 2.419 2.963
HCM Lane V/C Ratio 0.035 0.377 0.344 0.066
HCM Control Delay, s/veh 8.1 10.1 9.7 8.3
HCM Lane LOS A B A A
HCM 95th-tile Q 0.1 1.8 1.5 0.2
HCM 7th AWSC
6: Del Amo/Juanita & Diamond 05/09/2025
Bulbouts PM 4:11 pm 05/09/2025 Bulbouts PM Synchro 12 Report

Intersection
Intersection Delay, s/veh 12.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 100 124 17 127 15 120 50 20 9 46 18 Future Vol, veh/h 9 100 124 17 127 15 120 50 20 9 46 18 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 13 145 180 25 184 22 174 72 29 13 67 26
Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 2 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 1 1 1
HCM Control Delay, s/veh 13.2 11.9 14.1 10.4

HCM LOS B B B B
Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1
Vol Left, % 71% 0% 4% 11% 12%
Vol Thru, % 29% 0% 43% 80% 63%
Vol Right, % 0% 100% 53% 9% 25%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 170 20 233 159 73
LT Vol 120 0 9 17 9
Through Vol 50 0 100 127 46
RT Vol 0 20 124 15 18
Lane Flow Rate 246 29 338 230 106
Geometry Grp 7 7 2 2 5
Degree of Util (X) 0.452 0.045 0.489 0.361 0.178
Departure Headway (Hd) 6.601 5.531 5.21 5.638 6.045
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 544 645 689 634 590
Service Time 4.358 3.288 3.268 3.704 4.119
HCM Lane V/C Ratio 0.452 0.045 0.491 0.363 0.18
HCM Control Delay, s/veh 14.7 8.6 13.2 11.9 10.4
HCM Lane LOS B A B B B
HCM 95th-tile Q 2.3 0.1 2.7 1.6 0.6
HCM 7th AWSC
6: Del Amo/Juanita & Diamond 05/09/2025
Existing AM 10:01 am 05/09/2025 Baseline Synchro 12 Report

Intersection
Intersection Delay, s/veh 21.5
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 145 131 24 201 11 123 36 6 6 72 43 Future Vol, veh/h 22 145 131 24 201 11 123 36 6 6 72 43 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 33 216 196 36 300 16 184 54 9 9 107 64
Number of Lanes 1 1 0 1 1 0 0 1 1 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 2 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 1 2 2
HCM Control Delay, s/veh 26.4 20 19 15.7

HCM LOS D C C C
Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 77% 0% 100% 0% 100% 0% 5%
Vol Thru, % 23% 0% 0% 53% 0% 95% 60%
Vol Right, % 0% 100% 0% 47% 0% 5% 36%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 159 6 22 276 24 212 121
LT Vol 123 0 22 0 24 0 6
Through Vol 36 0 0 145 0 201 72
RT Vol 0 6 0 131 0 11 43
Lane Flow Rate 237 9 33 412 36 316 181
Geometry Grp 7 7 7 7 7 7 6
Degree of Util (X) 0.526 0.017 0.068 0.76 0.076 0.624 0.388 Departure Headway (Hd) 7.975 6.859 7.494 6.641 7.65 7.099 7.725 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 451 519 476 544 467 506 464
Service Time 5.753 4.637 5.265 4.411 5.424 4.873 5.816
HCM Lane V/C Ratio 0.525 0.017 0.069 0.757 0.077 0.625 0.39 HCM Control Delay, s/veh 19.3 9.8 10.8 27.6 11.1 21 15.7 HCM Lane LOS C A B D B C C
HCM 95th-tile Q 3 0.1 0.2 6.7 0.2 4.2 1.8
25 H. STAKEHOLDER ENGAGEMENT SUMMARY

MEMO R A N DUM
January 17, 2025
To: Ryan Liu
Organization: City of Redondo Beach
From: Sofia Pollmann, PE
Project: Redondo Union High School Access Study and Design Re: Stakeholder Meeting Summary
Attendees
1/8/2025 – General Stakeholder Meeting
Ryan Liu – Redondo Beach
Sofia Pollmann – Toole Design
Adam Vest – Toole Design
Nikki Vasquez – PTA/Resident
Annette Alpern – Deputy Superintendent/RBUSD
Brian Regan – Division Chief RBFD
Liam Wash – South Bay Bicycle Coalition.

Chuck Prestia – RBPD
Kick-off Question: What would make Diamond Street a safer, more enjoyable place to travel? Improvements for Diamond Street Safety: Protected bike lanes Safer crossings Beautification 1/16/2025 – Student Stakeholder Meeting
Ryan Liu
Sofia Pollmann
Vincent Huynh – RUHS Student, takes bus
and is driven by his parent to school
Kaia Weiss – RUHS Student, walks to
school
2 Takeaways
Stop Signs
• Nikki highlighted the issue of teenagers not stopping at stop signs, causing anxiety for drivers. • Participants discussed the effectiveness of stop signs and the behavior of teenagers at intersections. The consensus was that the main issue is not the lack of stop signs but the teenagers' disregard for them, leading to potential accidents and conflicts (though in many of the crashes reported, the driver was at fault and the person biking ended up injured)
Conflicts
• Participants discussed specific concerns along the study area, including the intersection of Del Amo and Diamond Street. Separating bike and car traffic was mentioned as a potential solution. • Nikki suggested a crossing guard might help with conflicts at Del Amo and Diamond, but Chuck mentioned that crossing guards are prioritized for elementary and middle schools. • Students go to Starbucks after school and bike and park on the sidewalk causing bike and pedestrian conflicts.

Bond Measure
School District Plans
• Annette discussed the bond measure that passed, which includes plans to convert a portion of the Redondo Union High School campus (Francisca Ave) into a vehicular turn-around drop-off area. This is expected to alleviate some of the traffic congestion on Diamond Street. • The proposed turn-around drop-off area will involve converting part of the sidewalk to create a larger space for vehicles to enter, turn around, and exit. This will also include restriping parking spaces for staff and creating a designated drop-off zone for parents.

Traffic Circulation
• Annette shared her personal experience of navigating the school area and suggested that the new dropoff zone would help families coming from the north or south to use Pacific Coast Highway for drop-offs, reducing congestion on Diamond Street.
• The school board would need to approve any alternative proposals for the turn-around drop-off area.

While the current plan is written into the facility master plan, the board is open to considering other options if presented.
• Annette mentioned that changes to the circulation on Sea Hawk Way, such as making it one-way during certain hours, was one of their goals already.

Bike Parking
• Annette mentioned that the school district is open to adding more bike parking to reduce conflicts between bikes and vehicles and the school would like to keep bike parking around the perimeter of the campus for safety reasons.
3 Student Input
Beautification
• Updating the outdated fences bordering the sidewalk/parking lot on Diamond St. and repainting the wall. • The parking lot by the pool entrance also needs beautification. • Adding more trees along Diamond Street would enhance the area Pick-Up and Drop-Off Areas
• The Del Amo entrance to the school parking lot is less congested and easier to navigate. • On game days when the parking lot is full, walking through the parking lot is tricky. • The students suggested creating additional drop-off locations, particularly near the faculty parking lot (Francisca Ave), to alleviate congestion and improve traffic flow.

E-Bike Safety Concerns
• The students shared that while some E-bike drivers are responsible, others are reckless, causing safety concerns for pedestrians and drivers.
• While E-bikes can be an issue due to reckless riders, the main issue with E-bikes is the overcrowding and traffic congestion caused by having a single central parking spot for E-bikes. Vincent suggested creating multiple parking spots to distribute the traffic and reduce congestion.

Bus Transportation Issues
• Long lines for the express bus are due to its limited availability and the fact that it bypasses the transit center, making it the fastest option for students who live far from the school. Vincent mentioned that the normal bus route takes an extra 20 minutes due to the transit center stop. • Recommendation to add more than one express bus to accommodate the high demand and reduce the long lines. Vincent noted that this would help students who have classes on the other side of the school and find it difficult to make it to the express bus stop on time. • Kaia mentioned that her friend's schedule is dictated by the bus schedule, and she sometimes has to miss tutoring sessions to ensure she catches the express bus. • There is a need for better bus transportation options to accommodate students' schedules.

Parking Lot Challenges
• The students highlighted issues with the parking lot near the pool entrance, including difficulty navigating when crowded and the need for an additional entrance and exit to improve traffic flow. • Kaia observed that cars often double park in the parking lot, which further complicates navigation and contributes to congestion.

Speeding and Crashes
• The students mentioned speeding issues, particularly on Juanita and downhill towards PCH. • E-bike riders tend to speed downhill towards PCH, often performing wheelies and other stunts. This behavior creates a dangerous situation for both pedestrians and cars, especially at the crosswalk for the bus stop at Helena.
4 Next Steps
• Schedule Community Meeting - Encourage meeting participants to attend and share the word about the upcoming public meeting
• Meet with students to gather their perspectives
• Focus on: limiting conflict points, improving predictability and encouraging better behavior through design. • Think about: how to best get each user thinking about the other modes' perspective. 26 I. COMMUNITY ENGAGEMENT SUMMARY
Redondo Union High
Access Study
Community Meeting
February 19, 2025
Meeting Format
Today’s meeting is being recorded
Attendee cameras are encouraged, and microphones are muted.

Questions can be submitted throughout the presentation using the chat function.

Mentimeter – interactive polling software to gather your input throughout the presentation.

Agenda
▪ Introductions
▪ Project Overview
▪ Existing Conditions
▪ Concepts and Discussion
▪ Next Steps
Introductions
loewenstein
Ryan Liu Adam Vest Sofia Pollmann
City of Redondo Beach
Project Manager
Toole Design
Principal Engineer
Toole Design
Project Manager (Engineer)
Presenters
Todd Loewenstein
City of Redondo Beach
Council Member

Project Overview
Purpose
▪ Gather data and community input on
the experience of traveling in the study
area
▪ Identify short-term treatments that
create a safer and more accessible
Diamond Street
▪ Provide recommendations on pickup
and drop-off zones at RUHS
▪ Potentially implement “quick-build”
changes as part of Diamond Street
repaving.

Project Timeline
Fall 2024
Fall 2024 –
Early Winter 2025
Spring 2025 -
Summer 2025 Fall 2025
Project Kickoff Community Engagement &
Evaluation
Design City Approval
Stakeholder Meetings
Field
Observations
What does the RUHS
area look like today?
Study Area
Project Area
Diamond Street between N Helberta Avenue and N Irena Ave Diamond St
Sea Hawk Way
Pickup & Drop-offs
Pick-ups/drop-offs
along Diamond
Pick-up/drop-off areas
Access to pick-up/drop-off
What we heard: “An
additional drop-off zone
along Francisca Ave.
could help families
coming from PCH.”

Bike Count
1 2023 Beach Cities Health District Report
2 2024 October Field Visit
2022 – 20231 2023 – 20242
Bikes 162 bikes (121 e-bikes) ~300 bikes
Enrollment 3,005 students 2,971 students
Bicycling Connection to bike
path
113
bikes
(AM)
Bike parking
observed mostly at
Francisca and Sea
Hawk entrances
Bike lane
RUHS bike parking
Count timeframe: 7:30 AM – 8:30 AM
Wednesday, November 8, 2023
What we heard: “The
Sea Hawk Way entrance
is overcrowded with
people trying to enter and
exit (bikes, vehicles)”
t
Note: based on the results,
these dots were placed by
neighbors, not students
Bike Lanes
Designated lane for bikes
Conflicts – parking, door
zone, double parking
Designated lane for bikes,
more space
Conflicts – parking, double
parking
More protection, less
conflicts
Loss of parking at
intersections and
driveways

What we heard: “The
Del Amo & Diamond
intersection can feel
chaotic during the
morning”
Many bus riders get off here
in the morning, cross
Diamond at east leg without
crosswalk
Diamond/Del Amo
intersection observed to
have frequent crossings
and conflicts
Transit and Walking
Bus route (Metro, BCT,
Torrance)
Bus stop
Marked crosswalk
Signalized intersection
Intersection on
Diamond or Del Amo

Crashes on Diamond Street
Source: Transportation Injury Mapping System (TIMS) Crash Data (Dec 2019 – June 2024); Redondo Beach Traffic Engineering 17 8
2 0
2 4
6 8
10 12
14 16
18 All Crashes Bicylist Pedestrian
All Crashes Bicylist Pedestrian
Crashes involving bicyclists
and pedestrians made up 47%
of total crashes recorded along
Diamond St between Dec. 2019
and June 2024.

Crashes on Diamond Street
Source: Transportation Injury Mapping System (TIMS) Crash Data (Dec 2019 – June 2024); Redondo Beach Traffic Engineering 0 1
2 3
4 12 AM 2 AM 4 AM 6 AM 8 AM 10 AM 12 PM 2 PM 4 PM 6 PM 8 PM 10 PM Number of Crashes
Time of Crash (Grouped by Hour)
Crashes Along Diamond St by Hour
6 crashes occurred
during school arrival
and dismissal times,
between Dec. 2019
and June 2024.

Source: Transportation Injury Mapping System (TIMS) Crash Data (Dec 2019 – June 2024) All Crashes in the Redondo Union High Study Area
Source: Transportation Injury Mapping System (TIMS) Crash Data (Dec 2019 – June 2024) Ped and Bicyclist Injury Crashes in the Redondo Union High Study Area

Diamond Street
Preliminary Concepts
Reducing conflicts
between people
biking, driving, and
walking
Safety
How we reached these preliminary concepts
Access Guidance
Ensuring facilities
meet the needs of
all users
Using latest national
and state guidance
Constraints
Working within
the available
space
Pickup and Drop-off Considerations
Currently looking to
add:
• Additional pickup/
drop-off zones at
Francisca Ave. and on
Diamond St.
• Expanded pickup and
drop-off zones south
of campus
Circulation Option – Alternative 1
Bikes Vehicles
Del Amo driveway:
entrance only’
Alternative 1
Issues Today: • Vehicles
and bikes
turning
conflicts
• People
walking
have a hard
time
crossing
Sea Hawk
Way
Diamond St at Sea Hawk Way
Alternative 1 Diamond St at Del Amo St
Issues Today: • Long
crossing
distances
for people
walking
• Confusing
intersection,
too many
lanes
Alternative 1
Del Amo St Driveway
Circulation Option – Alternative 2
Bikes Vehicles
Del Amo driveway:
exit only
Alternative 2 Diamond St at Sea Hawk Way
Issues Today: • Vehicles
and bikes
turning
conflicts
• People
walking
have a hard
time
crossing the
driveway
Alternative 2 Diamond St at Del Amo St
Issues Today: • Long
crossing
distances
for people
walking
• Confusing
intersection,
too many
lanes
Alternative 2
Del Amo St Driveway
Thank you!
Ryan Liu, [email protected]