CC SR 20240521 01 - Western Ave Traffic Study Approval
CITY COUNCIL MEETING DATE: 05/21/2024
AGENDA REPORT AGENDA HEADING: Regular Business
AGENDA TITLE:
Consideration and possible action to approve the recommendations for the Western
Avenue Traffic Flow Improvements Project.
RECOMMENDED COUNCIL ACTION:
(1) Approve the proposed Traffic Study’s recommendations for the Western Avenue
Traffic Flow Improvements Project to improve traffic flow and authorize staff to
proceed to the design and construction phase ;
(2) Receive and file the Traffic Safety Committee’s recommendations;
(3) Direct Staff to continue investigating and coordinating with California Department
of Transportation (Caltrans) to determine if Flashing Yellow Arrows are justified for
northbound Western Avenue at Peninsula Verde Drive and for Western Avenue at
West Park Western Drive; and
(4) Direct Staff to include the left turn pocket for northbound Western Avenue at The
Terraces Shopping Center in the Traffic Study’s list of recommended locations for
lengthening of turn pockets.
FISCAL IMPACT: If approved, the recommended City Council actions will require
additional professional services agreements for the City Council’s
consideration at a future meeting. The funding for the traffic study
portion of this project is included in the adopted FY 2023-24 Five-
Year Capital Improvement Program under Western Avenue Traffic
Flow Improvements, with funding from Measure M (Grant) Fund.
Amount Budgeted: $553,163
Additional Appropriation: N/A
Account Number(s): 221-400-8809-8001
(Measure M – Grant – Western Ave. Traffic Congestion) VR
ORIGINATED BY: Noel Casil, PE, TE, Senior Engineer nvc
REVIEWED BY: Ramzi Awwad, Public Works Director
APPROVED BY: Ara Mihranian, AICP, City Manager
ATTACHED SUPPORTING DOCUMENTS:
A. Western Ave Traffic Flow Improvements Project Traffic Study (Page A-1)
BACKGROUND:
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The City Council has had a goal of improving traffic flow on Western Avenue for the past
few years (FY 2023-24 Goal: Maintain and Improve all Public Infrastructure; Project:
Improve Traffic Flow on Western Avenue).
Western Avenue is owned, operated, and maintained by Caltrans and traverses through
Rancho Palos Verdes, Los Angeles, and Lomita. Traffic flow improvements on the
Western Avenue corridor have not been a high priority for Caltrans for various reasons.
Therefore, the City of Rancho Palos Verdes developed a project to optimize traffic
operations along the Western Avenue commercial corridor from 25th Street in San Pedro
(Los Angeles) to Palos Verdes Drive North (Corridor) on the border with the Harbor City
(Los Angeles) and Lomita. The project was envisioned as a multi -jurisdictional solution
requiring a joint effort by Caltrans and the cities of Rancho Palos Verdes, Lomita, and Los
Angeles because a solution to traffic congestion on the Corridor needs to extend beyond
City borders to be effective. Rancho Palos Verdes is leading and executing the project
with close communication and coordination from the other jurisdictions. Figure 1 shows
the Western Avenue Corridor in context to the surrounding local jurisdicti ons.
Figure 1: Western Avenue Corridor and Jurisdictional Limits
The Western Avenue Traffic Flow Improvements Project (Project) is funded through a Los
Angeles County Metropolitan Transportation Authority (Metro) Measure M Multi -Year
Subregional Program grant, which was finalized on December 30, 2021. The initial grant
amount authorized is $1,330,000 for developing a concept plan, completing the
environmental review, and preparing the final design documents. The subsequent
construction phase will be defined in revisions/amendments to the agreement. Once the
final design is complete, the Project will receive priority for construction funding from
Metro over new funding applications. The City expects approximately $3,000,000 in future
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grant funding for the construction phase based on discussions with Metro. Additionally,
any funding that is not used for the concept plan, environmental review, and final design
phases may be reallocated to the construction phase.
To determine the specific measures needed to improve traffic flow, and as a prerequisite
to obtaining a Caltrans permit to implement those measures, a comprehensive traffic
study is needed. The traffic study is intended to identify specific issues that affect and
impede traffic flow and proposed solutions.
On May 2, 2023, the City Council entered into an agreement with Iteris, Inc. (Iteris) to
conduct a comprehensive traffic study (Traffic Study) for the Project. The Traffic Study
also included the north segment of Western Avenue between Palos Verdes Drive N orth
and Pacific Coast Highway. To coordinate the traffic study with the other agencies, Staff
established the Western Avenue Stakeholder Focus Group (Focus Group) consisting of
representatives from Rancho Palos Verdes, Los Angeles, Lomita, and Caltrans. T he
Focus Group has been meeting approximately monthly to receive updates on the Traffic
Study, provide technical input, and discuss various aspects of potential recommended
solutions.
DISCUSSION:
The Traffic Study analyzed key aspects of the corridor to determine what improvements
could reduce congestion. These aspects include traffic signal operations, turn lanes,
access management to developments, and traffic safety. The analysis considered
existing conditions, build-out of the Ponte Vista development, additional housing identified
in the City’s Housing Element Update, the Western Avenue Beautification Project, the
Caltrans Western Avenue Bicycle Pedestrian Improvement Project (which includes bike
lanes), and the future Caltrans Pavement Project.
Traffic Signal Operations
As part of the Traffic Study, Iteris assessed the effectiveness of the current traffic signal
operations under existing traffic conditions to determine if signal timing modifications
could reduce congestion and delays along the Western Avenue Corridor.
The traffic signal operations existing conditions assessment found that some of the traffic
signals on the Western Avenue corridor in the study area are operated by Caltrans
whereas others are operated by the Los Angeles Department of Transportation (LADOT),
and that the two systems use different technologies that do not communicate with each
other. In other words, the traffic signals on Western Avenue within the study area do not
all operate under coordinated timing plans. Traffic signals that run on uncoo rdinated
timing plans can result in inefficient traffic operations, longer travel times, increased
congestion, and undesirable environmental impacts. Within the Corridor there are 21
signalized intersection of which the Project area consists of a total of 17 signalized
intersections; 11 signals are currently operated by Caltrans and six are operated by
LADOT. Figure 2 on the next page shows the traffic signal locations along the Western
Avenue Corridor and which agency operates the signal.
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Operating all traffic signals in the Corridor under the same coordinated state -of-the-art
traffic signal technology by the same agency (either Caltrans or LADOT) would provide a
major benefit in improving traffic flow and reducing delays. This is because a single
agency operating signals that use the same technology allows for seamless signal timing
coordination and response to issues.
Figure 2: Western Avenue Traffic Signals Operations by Agency
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An assessment of the current traffic conditions and the subsequent analysis of various
operational scenarios showed that coordinating a total of 13 signals (P alos Verdes Drive
North to Weymouth) would provide the largest reduction in congestion and travel delays.
Both Caltrans and LADOT agreed with the technical assessment leading to this
conclusion. As a result, the City approached both Caltrans and LADOT about operating
all 17 traffic signals within the Project limits. LADOT informed the City that their policies
prevent them from operating signals that do not have at least one approach in the City of
Los Angeles (of which there are seven). Caltrans informed the City that taking on the
additional signals would stretch their operations and maintenance teams beyond
capacity. However, Caltrans agreed to operate and maintain the 13 key traffic signals
where congestion is experienced. The Focus Group agreed that if Caltrans operated
these 13 key traffic signals, the vast majority of congestion relief would be rea lized. This
scenario has been defined as the preferred operational scenario.
The preferred operational scenario is also predicated on the use of state -of-the-art traffic
signal technology, called adaptive control, which is being adopted by Caltrans as part of
its statewide strategy. Adaptive control technology enables automated corridor-wide
traffic signal synchronization in response to prevailing traffic conditions. In other words,
traffic signal timing is adjusted automatically in response to real time vehicle demand,
thereby optimizing the flow by minimizing the number of stops t hat are required while
traveling through the congested segment. To implement this signal technology, the
Project proposes to install all necessary signal and communications infrastructure,
hardware, and software. The Project is expected to result in significant travel time and
delay reductions estimated to be up to 35% when compared to existing conditions.
Figure 3 on the next page shows the proposed operating agency of each signal under the
preferred operational scenario.
Continued on the Next Page
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Figure 3: Proposed Signal Operations by Agency and Congestions Levels
The following are the Traffic Study recommendations with respect to traffic signal
operations:
1. Operate and maintain the 13 traffic signals between Palos Verdes Drive North and
Weymouth Place by Caltrans and continue to operate and maintain the 4 traffic signals
between Bynner Drive and 25th Street by LADOT.
2. Upgrade the same 13 signalized intersections to Adaptive Signal Control Technology
(ASCT) to improve traffic flow through optimized signals operational efficiency and
responsiveness.
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Turn Lanes
Each intersection in the Corridor was analyzed to determine if turn lanes could reduce
delay by removing turning vehicles from obstructing the path of vehicles traveling straight
through or by increasing intersection capacity.
Iteris conducted field observations, collected turning movement volumes, and applied
traffic computer modeling tools at each intersection to analyze traffic conditions,
operational efficiency, and potential causes of traffic disruptions such as queues form ed
as a result of inadequate turning capacity and inefficient signal operations phasing. The
analysis also evaluated if it would be feasible to extend storage capacity of the existing
turn lanes or construct new ones given the geometric and right -of-way constraints.
The results of the turn lane analysis is represented using intersection Level of Service
(LOS) analysis which assigns intersection performance via letter grades with LOS A
representing excellent operations and LOS E or F indicating poor operating condition s.
The analysis showed that some intersections are currently operating at LOS E or F during
peak hours (which is generally considered to be deficient operations). These include
Western Avenue/Westmont Drive, Western Avenue/Crestwood Street, and Western
Avenue/1st St. In addition to overall intersection LOS, the LOS of the individual
intersection approaches was evaluated to isolate Western Avenue approach conditions.
Aside from the intersections mentioned, the LOS in the northbound direction at Western
Avenue/Weymouth Avenue and Western Avenue/Summerland Avenue are currently at
LOS D (nearly deficient) during both the a.m. a nd p.m. peak hour. The Traffic Study
includes recommendations to mitigate the LOS conditions as described below and shown
in Figures 4 and 5.
The following are the Traffic Study recommendations with respect to turn lanes:
1. Add a northbound right-turn lane at Western Avenue and Westmont Drive/Delasonde
Drive by re-striping the approach. Note: this improvement is part of the ongoing
Caltrans ADA/Bike Lane Project.
Continued on the Next Page
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Figure 4 – Proposed RT Lane on NB Western Ave at Westmont Dr/Delasonde Dr
2. Modify the traffic signal phasing at Western Avenue/Crestwood Drive in the east -west
direction to allow the two directions to operate at the same time. The eastbound
approach lane striping is recommended to be modified to include dedicated left -turn
and through/right lane, which would require realignment of the centerline. The
westbound approach is recommended to be restriped for improved delineation.
Continued on the Next Page
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Figure 5 – Proposed Realignment of Crestwood St at Western Ave Via Re-striping
Access Management to Developments
Median openings and their associated turn pockets were analyzed to determine if they
are in the appropriate location and of the appropriate length so that turning vehicles do
not back up into the through lanes and block traffic flow.
Access management analysis was performed by evaluating traffic counts at major
shopping center driveways (unsignalized). The evaluation resulted in identifying locations
where queuing on left turn (LT) pockets spilled over the through lanes blocking the
through movement. The Traffic Study recommends several access management
modifications to improve these conditions as described below and shown in Figure 6.
The following recommendations are to be considered with respect to access
management:
1. Extend the southbound LT pocket at Westmont Dr-Delasonde by approximately 100’.
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2. Extend the northbound LT pocket at Avenida Aprenda by approximately 100’.
3. Extend the northbound LT pocket at Toscanini Dr by approximately 100’.
4. Extend the southbound LT pocket at Park Western Dr by approximately 100’.
5. Extend the southbound LT pocket at 1st St by approximately 100’.
6. Extend the northbound LT pocket at 9th St by approximately 150’.
Figure 6 – Locations of the proposed LT Extensions
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Traffic Safety Enhancements
A traffic safety evaluation was performed to determine if safety improvements could
reduce collisions that impact traffic on the Corridor. The safety evaluation was performed
using collision history data (obtained from Caltrans) combined with field data and
observations to assess hotspot locations. The evaluation resulted in recommending
additional signs and restriping for better delineation and visibility of appropriate traffic
control devices as described below and shown in Figures 7, 8, and 9.
The following traffic safety enhancements are recommended:
1. At the Terraces at South Bay driveway, located 450 feet north of Capitol Drive, a
standard “No Left-turn” sign is recommended to be installed in order to emphasize to
drivers that a left-turn should not attempted. The current signage, within the private
property, is non-standard.
Figure 7 – Proposed No LT Sign at the Terraces at South Bay
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2. At the Park Plaza shopping center driveway, located 360 feet north of Crestwood
Drive, the median opening allows left-turn access out of the shopping center. A “No
Left-turn” sign is recommended to be installed in order to reduce the likelihood of
broadside collisions involving through-moving vehicles along Western Avenue as well
as inbound left-turning vehicles.
Figure 8 – Proposed No LT at the Park Plaza
Continued on the Next Page
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3. At the Western Avenue/Summerland Avenue intersection, at the west leg approach,
lane striping is recommended to be added to allow for approaching vehicles to line
up properly, especially given the skew of the roadway around the edge of the strip
retail center. In addition, a red curb parking restriction is recommend ed along the
south side of Summerland Avenue, along the curb of the retail center. A parked
vehicle in this location could present an obstruction of the roadway given the limited
width.
Figure 9 – Proposed restriping and red curb at Summerland (EB Approach)
`
Traffic Safety Committee Recommendations
Staff presented the Traffic Study recommendations to the Traffic Safety Committee (TSC)
on May 1, 2024. Notices of the Traffic Safety Committee meeting were mailed in advance
to every address within 500 feet of the project. Public comment was received at the TSC
meeting and considered by the TSC in forming a recommendation to the City Council.
The TSC passed the following motion, and staff is asking the Council to receive and file
their recommendations which is embedded in the analysis:
“Recommend that the City Council approve the recommendations of the Western Avenue
Traffic Study and direct staff to consider adding flashing yellow left turn arrows,
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lengthening certain turn pockets, and adding a flashing yellow left turn arrow at
Crestwood.”
Flashing Yellow Arrow
During the TSC meeting public comment period, a constituent requested that Flashing
Yellow Arrows (FYA) be installed at certain intersections, and this request was part of
TSC’s recommendation to the City Council.
At some intersections, a protected left turn phase (Protected LT) is used, meaning that
drivers may only turn left on a green arrow. At other intersections, a protected -permissive
left turn phase (Protected-Permissive LT) is used, which means that drivers may turn left
on a green arrow and also on a green “ball”, after yielding to oncoming traffic and
pedestrians.
An FYA replaces the green “ball” to indicate that left turns are permitted at a particular
location, but that drivers must first yield to oncoming traffic and pedestrians and then
proceed with caution. The FYA does not replace the solid yellow arrow (which is to avoid
entering the intersection at that tim e). An FYA typically is used at intersections where a
Protected LT is used if proceeding with caution after the Protected LT is not problematic.
Some signalized intersections where an FYA is being requested already have a Protected
LT, and some do not. For those intersections where a Protected LT does not exist,
implementation of FYA would require that a Protected LT Phase also be installed, after
being justified.
Use of permissive left turn phasing (which means a left turn may proceed during a green
ball after yielding to oncoming traffic), including FYAs, may reduce the required length of
left turn storage on the approach and allow an approach with substandard left turn storage
to operate more efficiently. However, certain situations exist where safety considerations
generally preclude the use of permissive left turns. In these cases, left turns should be
restricted to the exclusive left turn phases. Such situations include:
a) Intersection approaches where crash experience or traffic conflicts criteria are
used as the basis for installing separate left turn phasing.
b) Blind intersections where the horizontal or vertical alignment of the road does not
allow the left turning driver adequate sight distance to judge whether or not a gap
in on-coming traffic is long enough to more safely complete the turn.
c) High-speed and/or multilane approaches where it may be difficult for left turning
drivers to judge gaps in oncoming traffic. Such locations should be evaluated on
an individual basis.
d) Unusual geometric or traffic conditions that may complicate the driver’s task and
necessitate the prohibition of permissive left turns. An example of such conditions
is an approach where dual left turns are provided.
City staff and the City’s consultants are working with Caltrans to determine the feasibility
of FYAs and Protected-Permissive LTs at the locations requested during the TSC
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meeting. The above Caltrans guidelines are examples of topics that will be considered to
evaluate each location.
As it stands, amongst the proposed locations, only two locations run on Permissive LTs:
northbound Western Avenue at Peninsula Verde Drive and Western Avenue at West Park
Western Drive. The remaining locations run on Protected LTs. Caltrans has indicated that
adding a permissive operation to the protected phase at these locations is not justified
due to safety concerns. Staff and the City’s consultants are investigating the required
vehicular volumes and crash history warrants for adding a Protected LT at the above two
intersections that currently run on permissive operation. Staff will continue to investigate
if FYA installation would be justified at the two locations, and if it would be approved by
Caltrans.
Staff recommend that the City Council direct Staff to continue investigating and
coordinating with Caltrans to determine if FYAs are justified for northbound Western
Avenue at Peninsula Verde Drive and for Western Avenue at West Park Western Drive.
Protected LT Phase
During the TSC meeting public comment period, a constituent requested a Protected LT
from the driveway at the apartment complex between Palos Verdes Drive North and
Peninsula Verde Drive onto northbound Western Avenue. Based on the applicable
California traffic engineering manual, a Protected LT recommended based on the left
turning volume and opposing through volume as well as crash history. Staff evaluated the
conditions at this driveway in relation to the warrants and found that none of the warrants
are met. As such, Staff does not recommend a Protected LT at this location. Additionally,
it is extremely unlikely that Caltrans would approve a Protected LT at this location.
Left Turn Pocket Extension
During the TSC meeting public comment period, a constituent requested that
consideration be given to extending the existing left turn pockets at northbound Western
Avenue and The Terraces Shopping Center. Staff and the City’s c onsultants conducted
an additional review of this turn pocket and found the pocket to be near capacity with
potential for the demand exceeding it during particular hours of the day (such as noon
time). Therefore, Staff concur with the proposed extension and it will be included in the
recommended measures, subject to Caltrans approval
Staff recommend that the City Council direct Staff to include the left turn pocket for
northbound Western Avenue at The Terraces Shopping Center in the Traffic Study’s list
of recommended locations for lengthening of turn pockets.
ADDITIONAL INFORMATION
Interim Improvements
Iteris determined that immediately updating the signal timing plans for all signalized
intersections in the Corridor would yield immediate traffic flow improvement benefits.
Although these improvements would not be as great as optimizing the traffic signals per
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the Traffic Study recommendations, the signal timing updates could be implemented in
the short term while the Traffic Study is finalized, construction documents are prepared,
Caltrans permits are obtained, and construction is completed, which could take up to two
years in total.
The updated timing plans were implemented by Caltrans on all its signals in March 2024.
An evaluation of the benefit of those recently implemented signal timing plan
improvements was performed using Clearguide, Iteris’ proprietary analytics platform.
Clearguide is a vehicle probe data-based signal performance measurement tool
developed by Iteris that helps agencies reduce congestion by monitoring traffic signal
performance and identifying deterioration at the intersection level. Clearguide uses
anonymized directional data from cloud-connected vehicles to collect and process real
time traffic conditions in the field with the ability to generate roadway operations heat map
reports (e.g. red shading indicating congested conditions and green shading indicating
free flow non-congested conditions).
The results of the Clearguide analysis showed that average travel times from a typical
week in April 2023 compared to a week in April 2024 were reduced by approximately 10%
during peak commuting periods.
Project Coordination
Iteris reviewed the Ponte Vista development plan’s buildout trip generation projections as
well as the City’s housing element update. The recommended traffic signal improvements
are designed to adjust to future traffic volume growth, as well as the demand fluctuations
that come with that growth to the extent possible without increasing roadway capacity,
which is prohibitive due to right-of-way limitations.
Iteris also reviewed the Western Plaza renovation project proposal located at 29105 S.
Western Avenue Rancho Palos Verdes, CA (west side of Western Ave nue between
Trudie Drive and Park Western Drive). The review showed that the proposed
redevelopment will not pose any significant negative effects on Western Avenue traffic
flow and no additional measures are needed.
Additionally, to minimize disruptions to the public, this Project is being closely coordinated
with the City’s Western Ave Beautification Project, Caltrans’ ongoing Bike Lanes and ADA
Improvements Project, and a future Caltrans Pavement Project (2027). These projects
are being coordinated so that there is no re-work as a result of one project constructing
items that must be removed by another project, and to avoid unnecessary disruption to
the public through coordinated construction schedules. For example, this project
proposes extensions to some left-turn pockets along Western Avenue, which affects the
beautification design for medians. Coordinating design features and construction
timelines with the beautification project will ensure that the design does not prescribe
median trees or other landscaping that may need to be removed later.
Budget
On September 21, 2021, the City Council approved an agreement with the Los Angeles
County Metropolitan Transportation Authority (Metro) to receive Measure M Multi -Year
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Subregional Program grant funds in the amount of $1,330,000 to begin the Project. The
Agreement was fully executed on December 30, 2021. The initial Agreement only
authorized developing a concept plan and completing the environmental review phase,
with funding for the subsequent final design and construction phases to be defined in
revisions/amendments to the agreement. However, Staff took advantage of a recently
adopted Caltrans policy that streamlines the review process for these types of projects
where local jurisdictions are seeking Caltrans permits. Staff worked with Metro to
formalize the streamlined approach and modified the project Agreement to combine the
concept design, environmental review, and final design phases, thereby saving both
money and time. As the project progresses through the development phases, it will
receive priority from Metro over new funding applications. Based on the new streamlined
approach, the City expects approximately $3,000,000 in future grant funding for the
construction phase. Additionally, any funding that is not used for the concept plan,
environmental review, and final design phases may be reallocated to th e construction
phase.
Schedule and Next Steps
If approved by the City Council, the Traffic Study recommendations will be used to
develop construction plans, specifications, and estimates for permitting through Caltrans,
construction contractor bidding, and ultimately construction. Table 1 shows the
anticipated project schedule.
Table 1: Western Avenue Traffic Flow Improvements Project Schedule
Activity Duration Completion
Complete Traffic Study/Final Engineering Scope 11 Months June 2024
Procure Final Design Consultant 3 Months September 2024
Complete Final Design 6 Months March 2025
Obtain Caltrans Permit and Interagency Agreements 3 Months June 2025
Procure Construction Contractor 3 Months September 2025
Construction 12 Months September 2026
Note: Interagency and community coordination will be conducted continuously throughout the project.
Environmental review will be conducted concurrently with scoping and design.
The above schedule does not include any contingency and assumes project components
are completed according to typical timelines without complications.
CONCLUSION:
Staff recommends that the City Council approve the recommendations for the Western
Avenue Traffic Flow Improvements Project, direct Staff to continue investigating and
coordinating with Caltrans to determine if FYAs are justified for northbound Western
Avenue at Peninsula Verde Drive and for Western Avenue at West Park Western Drive ,
and direct Staff to include the left turn pocket for northbound Western Avenue at The
Terraces Shopping Center in the Traffic Study’s list of recommended locations for
lengthening of turn pockets.
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ALTERNATIVES:
In addition to the Staff recommendation, the following alternative actions are available
for the City Council’s consideration:
1. Do not approve the recommendations provided in the Western Ave Traffic Flow
Improvements Project’s Comprehensive Traffic Study Final Draft, and direct staff
to take the necessary steps to address Council’s comments and concerns.
2. Take other action, as deemed appropriate.
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Innovating Through Informatics™
Western Avenue Traffic Flow Improvements
Traffic Study
May 14, 2024
Submitted to:
J# 12078 | Prepared by Iteris, Inc.
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Western Ave Traffic Flow Improvements
Traffic Study
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TABLE OF CONTENTS
1.0 Introduction .............................................................................................................................................. 4
1.1 Study Area .......................................................................................................................................... 4
2.0 Environmental Setting .............................................................................................................................. 7
2.1 Study Intersections ............................................................................................................................. 7
2.2 Traffic Volumes/Data .......................................................................................................................... 9
2.3 Planning Context ............................................................................................................................... 12
3.0 Multimodal Transportation Conditions .................................................................................................. 13
4.0 Existing Traffic Operations Analysis ....................................................................................................... 14
4.1 Traffic Operations Analysis Methodology ........................................................................................ 14
4.2 Existing Intersection LOS .................................................................................................................. 15
4.3 Congestion “Hotspot” Analysis ......................................................................................................... 18
5.0 Safety Assessment .................................................................................................................................. 21
6.0 Future Traffic Considerations ................................................................................................................. 22
7.0 Scenario Analysis .................................................................................................................................... 22
7.1 Evaluation Approach ......................................................................................................................... 23
7.2 Traffic Operations Analysis ............................................................................................................... 24
8.0 Other Considerations ............................................................................................................................. 28
8.1 Lane Configurations/Phasing ............................................................................................................ 29
8.2 Access Management ......................................................................................................................... 30
8.3 Safety Recommendations Enhancements ........................................................................................ 34
8.4 Transit Signal Priority Assessment .................................................................................................... 35
9.0 Scenario Summary and Prioritization ..................................................................................................... 36
Appendix A – Traffic and Parking Count Data
Appendix B – LOS Calculation Sheets
Appendix C – Simulation Outputs
Appendix D – Clearguide Contour Maps
Appendix E – Collision Data
Appendix F – Conceptual Design
Appendix G – Protected Phasing Warrant
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TABLES
Table 1: Western Avenue Signalized Intersections ............................................................................................... 7
Table 2: Review of Relevant Planned Projects .................................................................................................... 12
Table 3: Intersection Level of Service Definitions – HCM Methodology ............................................................ 14
Table 4: Existing Peak Hour Intersection Levels of Service ................................................................................. 15
Table 5: Existing Peak Hour Directional Approach Levels of Service .................................................................. 16
Table 6: Western Avenue Corridor 2016‐2021 Collisions by Type ..................................................................... 21
Table 7: Average Delay Reduction Comparisons by Scenario within Project Area ............................................. 24
Table 8: Average Delay Reduction Comparisons by Scenario within Congested Segment ................................ 26
Table 9: Average Non‐Peak Delay Reduction Comparisons for Adaptive Scenarios within Project Area .......... 27
Table 10: Travel‐Time Savings by Scenario ......................................................................................................... 28
Table 11: Queue Analysis Summary.................................................................................................................... 30
Table 12: Median Openings Queue Analysis Summary ...................................................................................... 34
Table 13: Scenario Evaluation Matrix ................................................................................................................. 37
Table 14: Prioritization Scoring Matrix ............................................................................................................... 41
FIGURES
Figure 1 – Project Vicinity ..................................................................................................................................... 6
Figure 2 – Study Intersections .............................................................................................................................. 8
Figure 3a – Existing Intersection Volumes .......................................................................................................... 10
Figure 3b – Existing Intersection Volumes .......................................................................................................... 11
Figure 4 – ClearGuide Average Speed Contour Map ‐ Northbound ................................................................... 19
Figure 5 – ClearGuide Average Speed Contour Map ‐ Southbound ................................................................... 20
Figure 6 – Average Peak Hour Delay Savings ...................................................................................................... 25
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1.0 INTRODUCTION
This Traffic Study presents an evaluation of potential traffic flow improvements along Western Avenue
(State Route‐213) in the South Bay region of Los Angeles County. This report begins by describing the
current traffic operating conditions along the corridor using a comprehensive set of data sources, followed
by an assessment of traffic flow improvement alternatives. The City of Rancho Palos Verdes (RPV) is the
lead agency for the project, though the study area traverses multiple jurisdictions. As such, Caltrans, City
of Los Angeles, and City of Lomita are project stakeholders in this study. The objective of this report is to
develop measures to improve vehicular traffic flow along the Western Avenue corridor. Figure 1 shows
the location of the corridor with respect to the region. In order to obtain stakeholder feedback, a Focus
Group was established, which included representatives from each stakeholder agency as well as Los
Angeles County Metropolitan Authority (LA Metro). The Focus Group has been holding its monthly
meetings since October, 2022. The Focus Group was established to provide a multi‐agency forum for
collaborative discussions regarding the envisioned project' scope, and next steps that included overseeing
and participating in the development of this Traffic Study.
1.1 Study Area
Western Avenue (State Route 213) is a four‐lane divided State Highway, oriented in a north‐south
direction, within Los Angeles County. The segment evaluated in this study is located within the South Bay
region of the County, and is approximately 5.2 miles long.. The project's limits as defined in the Funding
Agreement with Metro are Palos Verdes Drive North to 25th Street. However, in order to increase the
viability of the Traffic Study, the northern limit has been extended to include analysis of the segment to
the north of Pacific Coast Highway (PCH) which is a major east/west highway crossing Western Avenue.
Any recommended improvements within this segment would be for considerations beyond the scope of
this project. The posted speed limit along Western Avenue varies from 35 miles per hour on the north to
40 miles per hour on the south.
Land uses along the corridor consist of a mix of retail/commercial and residential uses, along with schools
and religious uses, with access either directly on Western Avenue or off a cross street. Multiple schools
are located in the vicinity of the corridor. Rudecinda Sepulveda Dodson Middle School is the school located
closest to Western Avenue, on the west side, off of Avenida Aprenda. Further away, to the east, are Mary
Star of the Sea High School and Taper Avenue Elementary School, off Westmont Drive. The central portion
of the corridor includes five large commercial shopping centers: Garden Village Shopping Center (north of
Westmont Drive), Westmont Plaza Shopping Center (south of Westmont Drive), The Terraces at South
Bay (south of Caddington Drive), Harbor Cove Plaza (north of Capitol Drive), and Park Plaza (north of
Crestwood Street). Between Summerland Avenue and 1st Street, several residential properties have direct
frontage/driveways along Western Avenue. The southern portion of the corridor includes mostly
residential uses, though little to no direct frontages. Ocean View Baptist Church is located at the 9th Street
intersection (direct access off 9th Street only), with Little Sisters of the Poor located just south of that
(direct access off Western Avenue). At the 25th Street intersection, commercial shopping centers are
located at three of the four corners.
A-4
Western Ave Traffic Flow Improvements
Traffic Study
Draft Report
Iteris, Inc. | 5
On‐street parking is provided in many locations throughout the corridor. Parking is provided between 19th
Street and 25th Street on the southern portion of Western Avenue, between Avenida Aprenda and 1st
Street in the central portion, and between 259th Street and Palos Verdes Drive North on the northern
portion.
A-5
Figure 1
Project Location
N
NOT TO SCALE
N
NOT TO SCALE
Study Corridor
AM/PM VolumeXX/XX
XX%Percent Distribution
STOP
1. Western Ave/Pacific Coast Hwy2. Western Ave/Anaheim St3. Western Ave/262nd St
4. Western Ave/263rd St
5. Western Ave/Palos Verdes Dr North
6. Western Ave/Peninsula Verde Dr
7. Western Ave/Horizon Wy
8. Western Ave/Ave Aprenda
9. Western Ave/Westmont Dr
10. Western Ave/Toscanini Dr
11. Western Ave/Caddington Dr
12. Western Ave/Capitol Dr
13. Western Ave/Park Western Dr
14. Western Ave/Crestwood St
15. Western Ave/Summerland Ave
16. Western Ave/1st St
17. Western Ave/Weymouth Pl
18. Western Ave/Bynner Dr
19. Western Ave/9th St
20. Western Ave/19th St
21. Western Ave/25th St
Intersection List
arilM
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7th St
9th St
13th St
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ROLLING HILLS
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405
Westmont Dr
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study A-6
Western Ave Traffic Flow Improvements
Traffic Study
Draft Report
Iteris, Inc. | 7
2.0 ENVIRONMENTAL SETTING
This section presents an overview of the existing signalized intersections, traffic volumes within the study
area, and planning context.
2.1 Study Intersections
The traffic study area consists of 21 intersections, 20 of which are signalized, between Pacific Coast
Highway in Lomita and 25th Street in Los Angeles. The locations are summarized in Table 1 from north to
south, along with current signal conditions (obtained from timing sheets provided by each agency). The
locations are also shown in Figure 2. Although there are five stakeholder agencies involved in the project,
the traffic signals are only operated by two agencies (Caltrans and Los Angeles).
Table 1: Western Avenue Signalized Intersections
Intersection Agency Signal Operation Phasing Cycle Length
1 Western Ave/Pacific Coast Hwy (SR‐1) Los Angeles Adaptive 8‐phase Varies from 140 to 150 sec in
AM, 135 to 150 sec in PM
2 Western Ave/Anaheim St Los Angeles Free 5‐phase Varies
3 Western Ave/262nd St Caltrans Time‐of‐Day 4‐phase signal 125 sec in AM
130 sec in PM
4 Western Ave/263rd St Caltrans N/A (unsignalized)
5 Western Ave/Palos Verdes Dr North Caltrans Time‐of‐Day 8‐phase 140 sec in AM & PM
6 Western Ave/Peninsula Verde Dr Caltrans Time‐of‐Day 3‐phase 70 sec in AM & PM
7 Western Ave/Horizon Wy Caltrans Time‐of‐Day 6‐phase 110 sec in AM & PM
8 Western Ave/Avenue Aprenda Caltrans Time‐of‐Day 6‐phase (split phasing) 120 sec in AM & PM
9 Western Ave/Westmont Dr‐Delasonde Dr Caltrans Time‐of‐Day 6‐phase (split phasing) 120 sec in AM & PM
10 Western Ave/Toscanini Dr Caltrans Time‐of‐Day 5‐phase 100 sec in AM & PM
11 Western Ave/Caddington Dr Caltrans Time‐of‐Day 5‐phase 100 sec in AM & PM
12 Western Ave/Capitol Dr Caltrans Time‐of‐Day 5‐phase 100 sec in AM & PM
13 Western Ave/Park Western Dr Caltrans Time‐of‐Day 4‐phase 100 sec in AM & PM
14 Western Ave/Crestwood St Caltrans Time‐of‐Day 6‐phase (split phasing) 110 sec in AM & PM
15 Western Ave/Summerland Ave Caltrans Time‐of‐Day 6‐phase (split phasing) 110 sec in AM & PM
16 Western Ave/1st St Los Angeles Adaptive 6‐phase Varies from 100 ‐ 120 sec in
AM, 105 to 120 sec in PM
17 Western Ave/Weymouth Ave Los Angeles Adaptive 5‐phase Varies from 100 to 120 sec in
AM, 105 to 120 sec in PM
18 Western Ave/Bynner Dr Los Angeles Time‐of‐Day 4‐phase 90 sec in AM & PM
19 Western Ave/9th St Los Angeles Time‐of‐Day* 8‐phase 120 sec in AM & PM
20 Western Ave/19th St Los Angeles Time‐of‐Day 5‐phase (split phasing) 120 sec in AM & PM
21 Western Ave/25th St Los Angeles Free 8‐phase Varies from 100 to 140 sec in
AM, 90 to 145 sec in PM
* Based on review of split recordings (discussed later in this report)
A-7
Figure 2
Study Intersections
N
NOT TO SCALE
N
NOT TO SCALE
Operated by Caltrans
AM/PM VolumeXX/XX
XX%Percent Distribution
Operated by LADOT
A Adaptive signal control
TOD Time-of-day plan
Free Signal running free
STOP
47
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25th St
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Anaheim St
P alos Ve
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nd AvealSumrme
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5th St
7th St
9th St
13th St
19th St
Pase
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RANCHO
PALOS
VERDES
LOS
ANGELES
LOMITA 1
110
47
Capi
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9
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5
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15
20
21
19
16
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11
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13
17
18
1. Western Ave/Pacific Coast Hwy
2. Western Ave/Anaheim St
3. Western Ave/262nd St
4. Western Ave/263rd St
5. Western Ave/Palos Verdes Dr North
6. Western Ave/Peninsula Verde Dr
7. Western Ave/Horizon Wy
8. Western Ave/Ave Aprenda
9. Western Ave/Westmont Dr
10. Western Ave/Toscanini Dr
11. Western Ave/Caddington Dr
12. Western Ave/Capitol Dr
13. Western Ave/Park Western Dr
14. Western Ave/Crestwood St
15. Western Ave/Summerland Ave
16. Western Ave/1st St
17. Western Ave/Weymouth Pl
18. Western Ave/Bynner Dr
19. Western Ave/9th St
20. Western Ave/19th St
21. Western Ave/25th St
Intersection List
A
A
TOD
TOD
Free
A
Free
TOD
TOD
TOD
TOD
TOD
TOD
TOD
TOD
TOD
TOD
TOD
TOD
TOD
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study
Average Speed:
10-15 mph
Congested Area
A-8
Western Ave Traffic Flow Improvements
Traffic Study
Draft Report
Iteris, Inc. | 9
The current signal coordination grouping of the Caltrans‐operated intersections (between 262nd Street
and Summerland Avenue) is varied, with some signals not coordinated to any others. This grouping is
described as follows (from north to south):
#3 (262nd Street intersection) operates in coordination, but is not coordinated to any other signals
#5 and #6 (Palos Verdes Drive North and Peninsula Verde intersections) are coordinated
#7 (Horizon Way intersection) operates in coordination, but is not coordinated to any other signals
#8 and #9 (Avenida Aprenda and Westmont Drive intersections) are coordinated
#10, #11, #12, #13 (Toscanini Drive, Caddington Drive, Capitol Drive, and Park Western Drive
intersections) are coordinated
#14 and #15 (Crestwood Street and Summerland Avenue intersections) are coordinated
2.2 Traffic Volumes/Data
Existing traffic counts at intersections within the study area were collected in either December 2022,
January 2023, March 2023, or April 2023. Intersection turning movement counts were collected during
the a.m. peak period (6:00 to 9:00 a.m.) and p.m. peak period (2:00 to 7:00 p.m.), over the course of two
typical weekdays, with local schools in session. The traffic analysis is based on the highest single hour of
traffic during each time period at each location. The average peak hour volumes of the two days at each
intersection were used in the traffic analysis. Figures 3a and 3b show the existing peak hour intersection
traffic volumes. Detailed vehicle turning movement count sheets are provided in Appendix A. The
following are key takeaways from the traffic counts:
On average, northbound traffic volumes along Western Avenue are higher than southbound
traffic volumes during the a.m. peak hour (by approximately 380 vehicles). Conversely,
southbound traffic volumes are higher during the p.m. peak hour (though by only approximately
150 vehicles).
Of the 21 east‐west cross‐streets in the study area, Pacific Coast Highway consists of the highest
east‐west approach volumes (in both peak hours), followed by Palos Verdes Drive North, and 25th
Street.
In the northbound‐southbound direction, the locations with the highest left‐turn volumes are:
o Northbound left‐turn at Pacific Coast Highway (a.m. peak hour): 501 vehicles
o Southbound left‐turn at Anaheim Street (p.m. peak hour): 481 vehicles
o Northbound left‐turn at Palos Verdes Drive North (a.m. peak hour): 439 vehicles
Traffic counts at commercial center driveways and key unsignalized intersections were collected in August
2023, from 7:00 to 9:00 a.m. and 4:00 to 6:00 p.m. on a typical weekday (with local schools in session).
A-9
25th St
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Figure 3a
Existing Peak Hour Intersection Volumes
N
NOT TO SCALE
N
NOT TO SCALE
AM/PM Volume
XX%Percent Distribution Operated by Caltrans
Operated by LADOT
AM/PM VolumeXX/XX
Legend
50
1
/
3
3
7
STOP
86
4
/
6
0
4
55
/
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4
94/100
1,459/1,162
90/121
13
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9
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224/370
1,046/1,368
110/138 0/
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97
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6
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107/79
85/23
526/325
25
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3/16
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17/8
15/8
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85/180
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35/33 69
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1. Western Ave &
Pacific Coast Hwy
2. Western Ave &
Anaheim St
3. Western Ave &
262nd St
4. Western Ave &
263rd St
5. Western Ave &
Palos Verdes Dr North
6. Western Ave &
Peninsula Verde Dr
7. Western Ave &
Horizon Wy
8. Western Ave &
Ave Aprenda
9. Western Ave &
Westmont Dr
10. Western Ave &
Toscanini Dr
11. Western Ave &
Caddington Dr
RANCHO
PALOS
VERDES
LOS
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LOMITA 1
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1. Western Ave/Pacific Coast Hwy
2. Western Ave/Anaheim St
3. Western Ave/262nd St
4. Western Ave/263rd St
5. Western Ave/Palos Verdes Dr North
6. Western Ave/Peninsula Verde Dr
7. Western Ave/Horizon Wy
8. Western Ave/Ave Aprenda
9. Western Ave/Westmont Dr
10. Western Ave/Toscanini Dr
11. Western Ave/Caddington Dr
12. Western Ave/Capitol Dr
13. Western Ave/Park Western Dr
14. Western Ave/Crestwood St
15. Western Ave/Summerland Ave
16. Western Ave/1st St
17. Western Ave/Weymouth Pl
18. Western Ave/Bynner Dr
19. Western Ave/9th St
20. Western Ave/19th St
21. Western Ave/25th St
Intersection List
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study A-10
25th St
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Figure 3b
Existing Peak Hour Intersection Volumes
N
NOT TO SCALE
N
NOT TO SCALE
AM/PM VolumeXX/XX
XX%Percent Distribution Operated by Caltrans
Operated by LADOT
AM/PM VolumeXX/XX
Legend
STOP
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2
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3
/
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/
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56/53 5/
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53/52
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181/84
38/21
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99
1
/
8
9
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64
/
9
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10/23
35/46
94/86 12
/
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/
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82/71
408/278
290/223
22
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2
8
4
15
8
/
1
1
2
67
3
/
4
1
6
11/16
215/369
402/568
12. Western Ave &
Capitol Dr
13. Western Ave &
Park Western Dr
14. Western Ave &
Crestwood St
15. Western Ave &
Summerland Ave
16. Western Ave &
1st St
17. Western Ave &
Weymouth Pl
18. Western Ave &
Bynner Dr
19. Western Ave &
9th St
20. Western Ave &
19th St
21. Western Ave &
25th St
RANCHO
PALOS
VERDES
LOS
ANGELES
LOMITA 1
110
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213
2
1
4
7
8
9
3
5
6
10
15
20
21
19
16
14
11
12
13
17
18
1. Western Ave/Pacific Coast Hwy
2. Western Ave/Anaheim St
3. Western Ave/262nd St
4. Western Ave/263rd St
5. Western Ave/Palos Verdes Dr North
6. Western Ave/Peninsula Verde Dr
7. Western Ave/Horizon Wy
8. Western Ave/Ave Aprenda
9. Western Ave/Westmont Dr
10. Western Ave/Toscanini Dr
11. Western Ave/Caddington Dr
12. Western Ave/Capitol Dr
13. Western Ave/Park Western Dr
14. Western Ave/Crestwood St
15. Western Ave/Summerland Ave
16. Western Ave/1st St
17. Western Ave/Weymouth Pl
18. Western Ave/Bynner Dr
19. Western Ave/9th St
20. Western Ave/19th St
21. Western Ave/25th St
Intersection List
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study A-11
Western Ave Traffic Flow Improvements
Traffic Study
Draft Report
Iteris, Inc. | 12
In addition, corridor travel time runs were performed prior to the start of the traffic study, on two typical
weekdays in December 2022, during the a.m. and p.m. peak hours. The data from the runs showed that
current travel times along the corridor range from 13 to 19 minutes, with the p.m. peak hour travel times
being 3 minutes longer than the a.m. times on average. Travel time run data is provided in Appendix A.
2.3 Planning Context
Table 2 summarizes planned projects that would have an effect on traffic operations along Western
Avenue, either in the near‐term or long‐term.
Table 2: Review of Relevant Planned Projects
Planned Project Description Relevance to Western Ave
Ponte Vista Project
The project, located at 26900 Western Avenue in the City
of Los Angeles, consists of an 830‐unit residential
development. The project's residential units would be
comprised of single‐family, townhome, flat, and
apartment units ranging in size from 600 to
approximately 2,800 square feet, within buildings
constructed over and/or adjacent to residential parking
garages.
Once completed, the project is forecast to
add approximately 7,400 daily vehicle trips
to Western Avenue, via two access points:
Avenida Aprenda and Horizon Way
City of RPV Mixed‐Use
Overlay Zoning District
The City is currently in the process of creating a mixed‐
use overlay district that would encourage economic
development and construction of additional housing
within commercial districts. The schedule for future
public hearings is pending.
Potential to result in additional vehicle trips,
though not likely in the near‐term.
Caltrans Bike Pedestrian
Improvement Project
Caltrans is planning to install bicycle lanes and
pedestrian improvements on Western Avenue between
25th Street in San Pedro to Carson Street in Torrance, as
part of the Western Avenue Bicycle Pedestrian
Improvement Project.
On‐street parking along Western Avenue
would be removed in several locations and
median widths would be reduced.
Pedestrian Hybrid
Beacon (PHB) installation
Caltrans is planning to install a PHB at Leesdale Avenue,
which is located north of Palos Verdes Drive north
The future PHB would allow for improved
pedestrian mobility across Western Avenue
and could potentially be coordinated with
adjacent traffic signals in order to not
interrupt traffic flow.
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3.0 MULTIMODAL TRANSPORTATION CONDITIONS
This section presents a discussion of multimodal mobility conditions along the Western Avenue corridor,
which includes transit and active transportation modes.
Bus service along the corridor is provided by LA Metro, the Palos Verdes Peninsula Transportation
Authority (PV Transit), and the Los Angeles Department of Transportation (LADOT). This study addresses
the need for/suitability of transit signal priority in a later section. The following describes the details of
each service:
LA Metro (Local) Line 205
o Line 205 runs between San Pedro (Harbor Blvd/6th Street) and the Willowbrook/Rosa
Parks Metro C Line station, seven days a week. Along Western Avenue, several stops are
provided, including at Pacific Coast Highway, Palos Verdes Drive North, Westmont Drive,
Capitol Drive, and Summerland Avenue.
PV Transit Green Line and Green Eastview Line
o The Green Line runs during summer school days only, between Ridgecrest School and
Miraleste Plaza. Along Western Avenue, the line runs between Palos Verdes Drive North
and 1st Street. The Green Eastview Line runs in a loop primarily along Western Avenue, 1st
Street, Palos Verdes Drive East, and Palos Verdes Drive North, also during summer school
days only.
PV Transit Orange Line
o The Orange Line runs between Fort MacArthur and Palos Verdes High School, during
school days only, with headways of approximately one hour. Along Western Avenue,
stops are provided at Horizon Way, Caddington Drive, Trudie Drive‐Capitol Drive, Park
Western Drive, and 1st Street.
LADOT DASH San Pedro Line
o The DASH San Pedro Line runs within the San Pedro area seven days a week, with
headways of 30 minutes. Along Western Avenue, the line runs from Park Western Drive
to 1st Street (both directions) and further south from 25th Street to 19th Street
(northbound only). Stops are provided at Park Western Drive, Crestwood Street,
Summerland Avenue, 25th Street, adjacent to Little Sisters of the Poor, and 19th Street.
Sidewalks are generally provided all along the corridor, though there are portions of the corridor that do
not have paved sidewalks. An example of this condition (where sidewalks are not provided) is the section
between 9th Street and 19th Street.
As mentioned, Caltrans is currently in the process of upgrading bicycle mobility along Western Avenue by
installing Class II bicycle lanes between 25th Street on the south and Carson Street on the north, covering
the entire portion of the study area. The bicycle lanes will be constructed by primarily re‐purposing
existing parking lanes and reducing median widths from approximately 12 feet to 8 feet.
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4.0 EXISTING TRAFFIC OPERATIONS ANALYSIS
This section presents the analysis of current traffic operations in the study area, including a description of
the methodology applied.
4.1 Traffic Operations Analysis Methodology
Analysis of intersection traffic operations was conducted using Synchro software (version 11), which uses
vehicular delay criteria to determine levels of service (LOS). Table 3 presents a brief description of each
LOS letter grade, using average intersection delay ranges defined by the Highway Capacity Manual (HCM).
Table 3: Intersection Level of Service Definitions – HCM Methodology
Level
of
Service
Description
Signalized
Intersection
Delay
(seconds per
vehicle)
Unsignalized
Intersection
Delay
(seconds per
vehicle)
A
Excellent operation. All approaches to the intersection appear quite
open, turning movements are easily made, and nearly all drivers find
freedom of operation.
< 10 ≤ 10
B
Very good operation. Many drivers begin to feel somewhat restricted
within platoons of vehicles. This represents stable flow. An approach to
an intersection may occasionally be fully utilized and traffic queues start
to form.
>10 and < 20 >10‐20
C
Good operation. Occasionally drivers may have to wait more than 60
seconds, and back‐ups may develop behind turning vehicles. Most
drivers feel somewhat restricted.
>20 and < 35 >20‐35
D
Fair operation. Cars are sometimes required to wait more than 60
seconds during short peaks. There are no long‐standing traffic queues. >35 and < 55 >35‐55
E
Poor operation. Some long‐standing vehicular queues develop on critical
approaches to intersections. Delays may be up to several minutes. >55 and < 80 >55‐80
F
Forced flow. Represents jammed conditions. Backups from locations
downstream or on the cross street may restrict or prevent movement of
vehicles out of the intersection approach lanes; therefore, volumes
carried are not predictable. Potential for stop and go type traffic flow.
> 80 >80
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4.2 Existing Intersection LOS
A level of service analysis was conducted to evaluate existing intersection operations during the weekday
a.m. and p.m. peak hours at the study intersections, utilizing the traffic counts as described. Table 4
summarizes the existing LOS at the study intersections. LOS calculation sheets are provided in Appendix
B. Traffic signal timing sheets were obtained from each agency. Using the sheets, timing parameters such
as minimum green, yellow, all‐red, walk, and flashing don’t walk were incorporated into the Synchro
network, along with cycle lengths where appropriate.
Note that all traffic operations scenarios include Leading Pedestrian Interval (LPI) timing at all
intersections based on feedback from the Focus Group. An LPI phase of 4 seconds is added to all phases,
within the Synchro network. While most of the intersections do not currently include LPI timing, it is
anticipated that this signal functionality will be incorporated in the near term.
Table 4: Existing Peak Hour Intersection Levels of Service
Intersection Control Type
AM Peak Hour PM Peak Hour
Delay
(sec) LOS Delay
(sec) LOS
1 Western Ave/Pacific Coast Hwy (SR‐1) Signalized 81.6 F 69.7 E
2 Western Ave/Anaheim St Signalized 37.4 D 29.1 C
3 Western Ave/262nd St Signalized 10.4 B 13.3 B
4 Western Ave/263rd St Stop‐controlled 24.6* C 27.7* D
5 Western Ave/Palos Verdes Dr North Signalized 48.3 D 45.8 D
6 Western Ave/Peninsula Verde Dr Signalized 14.7 B 5.0 A
7 Western Ave/Horizon Wy Signalized 11.7 B 12.2 B
8 Western Ave/Avenue Aprenda Signalized 49.8 D 48.5 D
9 Western Ave/Westmont Dr‐Delasonde Dr Signalized 91.3 F 71.3 E
10 Western Ave/Toscanini Dr Signalized 26.7 C 15.9 B
11 Western Ave/Caddington Dr Signalized 15.7 B 36.5 D
12 Western Ave/Capitol Dr Signalized 23.8 C 26.2 C
13 Western Ave/Park Western Dr Signalized 17.6 B 31.0 C
14 Western Ave/Crestwood St Signalized 39.3 D 71.3 E
15 Western Ave/Summerland Ave Signalized 34.3 C 27.1 C
16 Western Ave/1st St Signalized 55.1 E 47.6 D
17 Western Ave/Weymouth Ave Signalized 31.8 C 33.4 C
18 Western Ave/Bynner Dr Signalized 6.4 A 5.3 A
19 Western Ave/9th St Signalized 35.0 D 39.7 D
20 Western Ave/19th St Signalized 42.5 D 29.2 C
21 Western Ave/25th St Signalized 32.6 C 33.3 C
Notes:
sec = seconds; LOS = Level of Service.
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As shown in Table 4, the majority of the study intersections are currently operating at LOS D or better
during the peak hours. Four intersections are currently operating at LOS E or F:
Western Avenue/Pacific Coast Highway (a.m. and p.m. peak hour). The critical movement during
the a.m. peak period, contributing to the LOS F operation, is the northbound left‐turn, consisting
of 501 vehicles.
Western Avenue/Westmont Drive‐Delasonde Drive (a.m. and p.m. peak hour). The critical
movement during the a.m. peak period, contributing to the LOS F operation, is the northbound
through movement, consisting of 1,088 vehicles. Another contributing factor is that the
eastbound and westbound movements are split‐phased, thus run separately. This results in less
green time for the heavier north‐south Western Avenue movements.
Western Avenue/Crestwood Street (p.m. peak hour). The critical movements during this time
period are the westbound movement and southbound through movement (consisting of 1,313
vehicles). Similar to the Westmont Drive intersection, the eastbound and westbound movements
at Crestwood Street are split‐phased.
Western Avenue/1st Street (a.m. peak hour). The critical movement during this time period is the
westbound left‐turn movement consisting of 374 vehicles.
In addition to presenting the overall intersection delay and LOS, the individual northbound and
southbound Western Avenue approach delays and LOS (including left‐turn, through, and right‐turn
movements) were reviewed. Table 5 summarizes the approach delay and LOS values.
Table 5: Existing Peak Hour Directional Approach Levels of Service
Intersection Direction
AM Peak Hour PM Peak Hour
Delay
(sec) LOS Delay
(sec) LOS
1 Western Ave/Pacific Coast Hwy (SR‐1)
Northbound 190.3 F 49.0 D
Southbound 46.1 D 47.9 D
2 Western Ave/Anaheim St
Northbound 36.8 D 35.6 D
Southbound 21.1 C 27.4 C
3 Western Ave/262nd St
Northbound 7.6 A 7.7 A
Southbound 5.6 A 8.1 A
4 Western Ave/263rd St
Northbound
Free flow
Southbound
5 Western Ave/Palos Verdes Dr North
Northbound 37.5 D 30.0 C
Southbound 38.5 D 39.9 D
6 Western Ave/Peninsula Verde Dr
Northbound 17.1 B 4.7 A
Southbound 10.3 B 5.0 A
7 Western Ave/Horizon Wy
Northbound 11.7 B 10.1 B
Southbound 11.6 B 12.9 B
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Intersection Direction
AM Peak Hour PM Peak Hour
Delay
(sec) LOS Delay
(sec) LOS
8 Western Ave/Avenue Aprenda
Northbound 54.7 D 25.7 C
Southbound 46.3 D 65.3 E
9 Western Ave/Westmont Dr‐Delasonde Dr
Northbound 162.3 F 111.8 F
Southbound 30.1 C 48.3 D
10 Western Ave/Toscanini Dr
Northbound 9.3 A 5.3 A
Southbound 35.4 D 21.3 C
11 Western Ave/Caddington Dr
Northbound 19.4 B 24.7 C
Southbound 6.9 A 44.5 D
12 Western Ave/Capitol Dr
Northbound 21.3 C 29.3 C
Southbound 19.2 B 20.4 C
13 Western Ave/Park Western Dr
Northbound 14.7 B 16.9 B
Southbound 16.3 B 38.3 D
14 Western Ave/Crestwood St
Northbound 36.6 D 55.5 E
Southbound 39.2 D 86.1 F
15 Western Ave/Summerland Ave
Northbound 42.0 D 36.4 D
Southbound 27.0 C 17.9 B
16 Western Ave/1st St
Northbound 39.3 D 71.8 E
Southbound 26.3 C 26.0 C
17 Western Ave/Weymouth Ave
Northbound 38.2 D 42.5 D
Southbound 25.6 C 28.4 C
18 Western Ave/Bynner Dr
Northbound 4.8 A 4.2 A
Southbound 5.6 A 4.6 A
19 Western Ave/9th St
Northbound 26.5 C 41.5 D
Southbound 45.3 D 37.5 D
20 Western Ave/19th St
Northbound 34.5 C 42.5 D
Southbound 44.8 D 11.6 B
21 Western Ave/25th St
Northbound 34.6 C 32.9 C
Southbound 28.5 C 22.2 C
Notes:
sec = seconds; LOS = Level of Service.
As shown in Table 5, the northbound approach at the Westmont Drive intersection is currently operating
at LOS F in both peak hours. At the Crestwood Street intersection, both the northbound and southbound
approaches are operating at LOS E or F during the p.m. peak hour.
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4.3 Congestion “Hotspot” Analysis
The ClearGuide platform was utilized to identify congestion “hotspots” along the Western Avenue
corridor, in order to help inform the evaluation of improvement scenarios. ClearGuide is Iteris’ smart
mobility software service that was developed to assist transportation operations and planning staff in
making data‐driven decisions. The ClearGuide platform utilizes historical data sourced from GPS devices
and turns it into performance measures and intuitive visualizations on congestion, reliability, and safety.
It also integrates additional data sources to help explain and predict transportation trends, such as
incident and weather. Users can access performance measures by creating custom routes across the
roadway network. In this case, a custom route from Pacific Coast Highway on the north to 25th Street on
the south was created (in both directions).
Data from multiple weeks, during typical weekdays, within the past year were extrapolated in order
achieve confidence in the results, avoiding any single‐day or week anomalies. Average vehicle speed was
selected as the measurement of congestion. Contour maps/graphs showing the average speeds within
color‐coded speed bins, per direction, for each week of data along the corridor were created. On the
graphs, the shades of green and red indicate average vehicle speeds during a particular day and hour at a
particular location. The day and hour are shown across the x‐axis. The location along the corridor is shown
across the y‐axis, on both the right side and left side of the graphs. The cross‐street is shown on the right
side, while the distance (in miles) from the route starting point is shown on the left side.
Figures 4 and 5 show speed contour maps for typical weekdays, in the northbound and southbound
directions, respectively. The ClearGuide results show that congestion primarily occurs within the section
between Weymouth Avenue and Capitol Drive (intersections 12 through 17). Within this section, average
speeds were generally 10 to 15 miles per hour. Note that the Summerland Avenue, Crestwood Street,
Park Western Drive, and Capitol Drive intersections are controlled by Caltrans (operating TOD plans), while
the 1st Street and Weymouth Avenue intersections are controlled by LADOT. Additional contour maps are
provided in Appendix D (showing similar patterns during other months of the year).
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N
NOT TO SCALE
Figure 4
ClearGuide Contour Map of Average Speeds
Northbound Direction, September 2023
N
Capitol Dr to
Weymouth Ave
Sept 12th Sept 13th Sept 14th
Westmont Dr
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N
NOT TO SCALE
Figure 5
ClearGuide Contour Map of Average Speeds
Southbound Direction, January 2023
N
January 25th January 26th
Westmont Dr
Capitol Dr to
Weymouth Ave
January 24th
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5.0 SAFETY ASSESSMENT
This section presents a review of historical collision data obtained from the Statewide Integrated Traffic
Records System (SWITRS). The data, from 2016 to 2021, is used to identify collision hotspots along the
Western Avenue corridor, as well as the most common types of collisions. Table 6 summarizes the data,
documented for all intersections along the corridor by collision types, including head‐on, sideswipe, rear
end, broadside, vehicle/pedestrian, and others.
Table 6: Western Avenue Corridor 2016‐2021 Collisions by Type
Western Ave Intersection
Type of Collision
Total
Head‐On Sideswipe Rear End Broadside Vehicle/
Pedestrian Other
1 Pacific Coast Hwy (SR‐1) 4 7 14 6 1 32
2 Anaheim St 2 2 1 2 7
3 262nd St 0
4 263rd St 0
5 Palos Verdes Dr North 1 1
6 Peninsula Verde Dr 1 1 2
7 Horizon Wy 0
8 Avenue Aprenda 2 1 3
9 Westmont‐Delasonde Dr 1 1 1 3
10 Toscanini Dr 0
11 Caddington Dr 0
12 Capitol Dr 1 1 2 2 6
13 Park Western Dr 2 3 2 1 8
14 Crestwood St 4 4 1 9
15 Summerland Ave 2 3 1 6
16 1st St 0
17 Weymouth Ave 4 1 2 3 2 12
18 Bynner Dr 1 2 3 6
19 9th St 0
20 19th St 1 1 2
21 25th St 1 1 2 4
Total 12 16 32 22 10 9 101
As shown in Table 6, a total of 101 collisions were reported along Western Avenue, within the study area,
from 2016 to 2021. The Pacific Coast Highway intersection reported the highest number of collisions (32)
by a large amount, which is expected given that this location consists of the highest traffic volumes
amongst all intersections. The location with the next highest amount of reported collisions was Weymouth
Avenue with 12 reported collisions (with head‐on collisions reported as the most common type at this
location). All other locations had less than 10 incidents reported. Along the entire corridor, rear end
collisions were the most common type with 32 collisions reported, which was followed by broadside
collisions with 22 reported. Detailed diagrams of each collision location are provided in Appendix E. In
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addition, TASAS Selective Accident Retrieval (TSAR) data was obtained from Caltrans in order to verify
and/or supplement the SWITRS data. Data was obtained from beginning of 2018 through end of 2021,
excluding the year 2020. A total of six (6) collisions were reported using this platform. Thus, given this low
amount, it can be concluded that the SWITRS data (showing 101 collisions) is comprehensive.
6.0 FUTURE TRAFFIC CONSIDERATIONS
Future year traffic conditions were reviewed through the use of travel‐demand forecasting models. Given
the location of the Western Avenue study corridor amongst multiple jurisdictions, traffic forecasts from
two widely used travel‐demands were reviewed: Southern California Association of Governments (SCAG)
Regional Transportation Plan (RTP)/Sustainable Communities Strategy (SCS) Model and City of Los Angeles
Travel Demand Model (i.e., Citywide Model).
Within the SCAG model, the average growth along the Western Avenue corridor, determined by
comparing the baseline year and future year scenario volumes, was calculated to be approximately 15‐
20% during peak hours. Conversely, within the City of Los Angeles model, the future year model scenario
traffic volumes were lower than the baseline year model scenario (by approximately 2%). As mentioned
previously, a major development project along the corridor is the Ponte Vista residential project, which
includes 810 residential units. Trip generation and distribution data from the Ponte Vista at San Pedro
Project Traffic Impact Study (March 2012) was obtained. The project is forecast to generate approximately
570 a.m. peak hour trips and 700 p.m. peak hour trips, with approximately 70% of traffic anticipated to
travel north (from Avenida Aprenda and/or Horizon Way) during the a.m. peak hour.
7.0 SCENARIO ANALYSIS
This section presents the improvement scenarios that are analyzed in this report, which were developed
through coordination with the Focus Group. The scenarios/sub‐scenarios, which were developed through
discussions with the project team at Focus Group meetings and which generally increase in complexity
from Scenario 0 to Scenario 3, are described as follows:
Scenario 0 (Baseline) consists of current signal timing/operational conditions
Scenario 1 consists of “minimum build”‐type improvements
o Scenario 1A consists of improvements to current Caltrans TOD plans.
o Scenario 1B consists of improvements to current Caltrans TOD plans and/or
recommendation of traffic responsive operations (which involves signal timing changes
as a result of certain thresholds, such as traffic volumes at a given approach, being met).
Scenario 2 consists of Caltrans continuing to operate intersections along the corridor
o Scenario 2A consists of Caltrans deploying its Adaptive Signal Control Technology (ASCT),
TSMSS system (Caltrans uses the TSMSS signal system as a statewide standard with
adaptive module added), at its 11 signalized intersections within the project’s limits.
o Scenario 2A Plus consists of additional measures to allow the Caltrans TSMSS system to
share data (such as cycle lengths and offsets) with the adjacent LADOT adaptive system.
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o Scenario 2B consists of Caltrans deploying its TSMSS at a reduced number of intersections
(as compared to Scenario 2A). The reduced number of intersections is based on the traffic
operational analysis and the data collection results described earlier.
o Scenario 2C consists of Caltrans assuming operational responsibilities at all 17 signalized
intersections within the project’s limits.
o Scenario 2C Minus consists of Caltrans assuming operational responsibilities and
deploying its TSMSS at 2 additional intersections as compared to Scenario 2A (for a total
of 13 within the project’s limits).
Scenario 3 consists of LADOT assuming operational responsibilities of all intersections along the
corridor
o Scenario 3A consists of LADOT deploying its Adaptive Traffic Control System (ATCS) at the
11 signalized intersections currently operated by Caltrans within the project’s limits, in
addition to continuing operational responsibilities at the other 8 signalized intersections.
o Scenario 3B consists of LADOT deploying ATCS at a reduced number of intersections (as
compared to Scenario 3a). The reduced number of intersections is based on the traffic
operational analysis and the data collection results described earlier.
7.1 Evaluation Approach
In order to simulate how traffic signals would operate under adaptive control, operational conditions of
the current LADOT signals that operate on the City’s ATCS were reviewed. LADOT provided the project
team with split recordings at all intersections for three days in August 2023 (after the school season
started), and also informed the team on which intersections are operating under ATCS versus those that
are operating as free or using a TOD plan. Of these intersections, the two that operate on ATCS and are
located adjacent to Caltrans‐operated intersections are the 1st Street and Weymouth Avenue
intersections. Based on the split recording data, the following are the most common, reoccurring cycle
lengths, and corresponding times at which those cycle lengths are run, at the two intersections:
AM Peak Period
o 100 second cycle length at 7:15 a.m.
o 120 second cycle length at 8:00 a.m.
o 110 second cycle length at 8:45 a.m.
PM Peak Period
o 120 second cycle length at 5:15 p.m.
o 110 second cycle length at 5:45 p.m.
o 105 second cycle length at 6:30 p.m.
With these time periods identified within the a.m. and p.m. periods, separate traffic volume scenarios
were developed that correlate to each particular time, at all 21 intersections, using 15‐minute volumes
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from the traffic counts.
7.2 Traffic Operations Analysis
Traffic operations analysis was performed for each scenario similar to the existing conditions analysis. A
summary of the traffic operations analysis results are provided in this section. Detailed intersection LOS
tables for each scenario are provided in Appendix B. Note that Scenarios 2B and 3B, which involve
deploying adaptive control at a limited amount of intersections, assume that TOD plans at the other
Caltrans intersections would be optimized/improved when implemented.
In order to determine the benefits to commuters along Western Avenue, resulting from each scenario,
the average vehicle delay at the northbound and southbound approaches was averaged along the corridor
within the project area. Table 7 presents the average vehicle delay and resulting delay savings as
compared to current conditions, for each scenario, within the project area.
Table 7: Average Delay Reduction Comparisons by Scenario within Project Area
Scenario
Average Delay (sec) of Northbound and Southbound
Intersection Approaches
AM Peak Hour PM Peak Hour
Delay (sec) % Savings Delay (sec) % Savings
1A Existing Conditions with Minimum Build 24.2 22% 22.7 31%
1B Existing Conditions w/ Minimum Build plus other
measures (i.e., traffic responsive functionality) Similar to 1A*
2A Caltrans deploys adaptive at its 11 intersections 24.2 22% 22.7 31%
2B Caltrans deploys adaptive at 4 intersections 23.9 24% 22.1 33%
2C Caltrans deploys adaptive at 17 intersections
(assuming responsibility of 6 current LADOT signals) 21.1 32% 18.4 44%
2C
Minus
Caltrans deploys adaptive at its 11 intersections plus
2 additional (currently operated by LADOT) 23.8 24% 20.2 38%
3A LADOT expands ATCS to 17 intersections (assuming
responsibility of 11 current Caltrans signals) Similar to 2C*
3B LADOT expands ATCS to 10 intersections (assuming
responsibility of 4 current Caltrans signals) 23.7 24% 20.3 38%
* From a traffic analysis standpoint, signal timing/coordination would be similar to other scenarios.
Figure 6 presents the average delay savings from Table 7 in a graphical/chart format. As shown, Scenario
2C (and 3A) is anticipated to result in the largest reduction in overall vehicle delay along the corridor, given
that all signalized intersections would be operated by the same agency.
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Figure 6
Average Peak Hour Delay Reduction
Northbound and Southbound Direction
STOP
McCain
Scenario
%
D
e
l
a
y
R
e
d
u
c
t
i
o
n
Scenario
%
D
e
l
a
y
R
e
d
u
c
t
i
o
n
CURRENT VALUES WHICH INCLUDE SCENARIO 2C MINUS
City of Rancho Palos Verdes
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10-15 mph
Congested Area
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As mentioned earlier, based on review of ClearGuide data, congestion primarily occurs within the segment
between Capitol Drive and Weymouth Avenue (intersections 12 through 17). Thus, a similar comparison
is presented, of the delays at intersections within this segment only. Table 8 presents the average vehicle
delay and resulting delay savings as compared to current conditions, for each scenario, in the Western
Avenue segment from Capitol Drive to Weymouth Avenue.
Table 8: Average Delay Reduction Comparisons by Scenario within Congested Segment
Scenario
Average Delay (sec) of Northbound and Southbound
Intersection Approaches
AM Peak Hour PM Peak Hour
Delay (sec) % Savings Delay (sec) % Savings
1A Existing Conditions with Minimum Build 22.8 21% 28.6 27%
1B Existing Conditions w/ Minimum Build plus other
measures (i.e., traffic responsive functionality) Similar to 1A*
2A Caltrans deploys adaptive at its 11 intersections 22.8 21% 28.6 27%
2B Caltrans deploys adaptive at 4 intersections 22.0 24% 29.6 24%
2C Caltrans deploys adaptive at 17 intersections
(assuming responsibility of 6 current LADOT signals) 20.0 30% 20.4 48%
2C
Minus
Caltrans deploys adaptive at its 11 intersections plus
2 additional (currently operated by LADOT) 21.1 27% 21.2 46%
3A LADOT expands ATCS to 17 intersections (assuming
responsibility of 11 current Caltrans signals) Similar to 2C*
3B LADOT expands ATCS to 10 intersections (assuming
responsibility of 4 current Caltrans signals) 21.6 25% 23.6 40%
* From a traffic analysis standpoint, signal timing/coordination would be similar to other scenarios.
As shown in Table 8, the delay reductions for each scenario in the congested segment generally follow
the same patterns as the results shown in Table 7 for the project area as a whole.
As mentioned, the most common, reoccurring cycle lengths at LADOT signals running adaptive control
(and their corresponding times) were used to create additional analysis runs (using traffic counts from
those times) by applying those cycle lengths to other intersections according to the particular scenario.
Similar to the previous table, the average vehicle delay and resulting delay savings from these
corresponding “non‐peak” hours were reviewed at the northbound and southbound approaches for the
scenarios that include some form of adaptive control. These non‐peak hours were (starting at) 7:15, 8:00,
and 8:15 a.m. in the morning period and 5:15, 5:45, and 6:30 p.m. in the evening period. Table 9
summarizes the potential delay reductions when compared to Scenario 0 where fixed TOD plans are run
throughout a three to four‐hour period, within the project area.
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Table 9: Average Non‐Peak Delay Reduction Comparisons for Adaptive Scenarios within Project Area
Scenario
Northbound & Southbound Average Approach Delay along Corridor
AM Non‐Peak Hours PM Non‐Peak Hours
7:15 am 8:00 am 8:15 am 5:15 pm 5:45 pm 6:30 pm
0: Existing Conditions 15.3 24.1 15.9 24.7 20.4 15.5
2A: Caltrans deploys adaptive at
its 11 intersections
12.9 20.4 13.9 18.1 15.6 12.5
15% average reduction in 2A 24% average reduction in 2A
2B: Caltrans deploys adaptive at
4 intersections
14.9 22.2 15.0 21.7 19.0 15.1
6% average reduction in 2B 8% average reduction in 2B
2C: Caltrans deploys adaptive at
17 intersections
10.9 17.6 11.6 15.9 14.0 11.5
28% average reduction in 2C 32% average reduction in 2C
2C Minus: Caltrans deploys
adaptive at its 11 intersections
plus 2 additional
12.5 19.2 13.1 18.0 15.5 12.1
19% average reduction in 2C Minus 25% average reduction in 2C Minus
3A: LADOT expands its ATCS to
17 intersections Similar to 2C*
3B: LADOT expands its ATCS to
10 intersections (adding 4
signals)
14.3 22.2 15.0 21.7 18.9 15.0
7% average reduction in 3B 8% average reduction in 3B
* From a traffic analysis standpoint, signal timing/coordination would be similar to Scenario 2C
As shown, each adaptive control‐related scenario resulted in an average delay savings during the non‐
peak hours (where traffic volumes are lighter). This reduction displays the benefits of adaptive control
where cycle lengths adjust to (i.e., “adapt” to) the traffic demand. Another benefit of adaptive control,
which is not captured in this traffic analysis, would occur during unforeseen/non‐recurring congestion
conditions (such as a weather incident or freeway closure).
Lastly, as part of the traffic analysis, a SimTraffic simulation was prepared to evaluate the corridor on a
systemwide level (using the SimTraffic platform in Synchro, version 11). The purpose of the SimTraffic
analysis was to determine the relative difference in corridor travel time from one scenario to another.
This method presents a high‐level assessment of the scenarios as opposed to detailed intersection
congestion review. A total of 10 simulation runs were performed for each scenario, during each time
period, with the average travel times for the corridor extracted. Table 10 summarizes the potential peak
hour travel time savings as a result of implementing each scenario, shown for the peak direction
(northbound).
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Table 10: Travel‐Time Savings by Scenario
Scenario
Estimated % Travel‐Time
Savings Range
(compared to Existing)
Potential Savings in
Minutes (Peak Direction)
1A Existing Conditions with Minimum Build 20% 3:00 ‐ 3:30 min
1B Existing Conditions w/ Minimum Build plus other
measures (i.e., traffic responsive functionality) 20% 3:00 ‐ 3:30 min
2A Caltrans deploys adaptive at its 11 intersections 25‐30% 4:30 – 5:00 min
2B Caltrans deploys adaptive at 4 intersections 23‐27% 4:00 – 4:30 min
2C
Caltrans deploys adaptive at 17 intersections
(assuming responsibility of 8 current LADOT
signals)
30‐35% 5:00 ‐ 6:00 min
2C
Minus
Caltrans deploys adaptive at its 11 intersections
plus 2 additional (currently operated by LADOT) 25‐30% 4:30‐5:00 min
3A
LADOT expands ATCS to 17 intersections
(assuming responsibility of 12 current Caltrans
signals)
30‐35% 5:00 ‐ 6:00 min
3B
LADOT expands ATCS to 10 intersections
(assuming responsibility of 4 current Caltrans
signals)
25‐30% 4:30 ‐ 5:00 min
As shown, implementation of the various improvement scenarios has the potential to reduce the average
peak period travel time on the corridor from 3:00 to 6:00 minutes. Similar to the delay reduction
evaluation, the travel time reductions in Scenario 2C (and 3A) are anticipated to be the highest.
Note that the SimTraffic platform has limitations in the ability to simulate actual driver behaviors. This can
result in a “ripple effect” of exaggerated delays and travel times across a corridor stemming from one or
two congested intersections. The reductions presented in Table 9 are based on percentages applied to
the actual current travel times along the corridor (i.e., baseline conditions), as opposed to using the
SimTraffic simulation travel times as a baseline. As mentioned, these current travel times were measured
by a 3rd party data collection firm in December 2022 (on typical weekdays). Current travel times along the
corridor range from 13 to 19 minutes.
8.0 OTHER CONSIDERATIONS
In addition to the corridor‐level signal operations improvements described in the previous sections, other
potential improvements/recommendations were reviewed. These include standalone/isolated lane
configuration or phasing improvements, access management analysis, safety improvements, and a
discussion of transit signal priority.
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8.1 Lane Configurations/Phasing
The following are potential recommendations to improve traffic flow along the corridor:
Western Avenue/Westmont Drive – Add a northbound right‐turn lane by re‐striping the approach.
The northbound approach currently operates at LOS F in both the a.m. and p.m. peak hour, due
in part to the current shared through/right‐turn lane. The northbound right‐turn movement
consists of 134 vehicles in the a.m. peak hour and 169 vehicles in the p.m. peak hour. Note that
this improvement is already part of the ongoing Caltrans ADA/Bike Lane Project.
Western Avenue/Crestwood Drive – Modify the traffic signal phasing from split phasing in the
east‐west direction to protected phasing, allowing the two directions to operate at the same time.
The westbound approach lane striping could accommodate this modification, as the westbound
consists of a dedicated left‐turn lane. The eastbound approach can be re‐striped to consist of one
left‐turn and one shared through/right‐turn lane, which would require realigning the roadway
centerline to the north by approximately two feet. A high‐level conceptual plan of the proposed
improvement is provided in Appendix F. Some considerations as part of this recommendation:
o This phasing modification is forecast to result in a reduction in average vehicle delay of
12 seconds in both the a.m. and p.m. peak hours.
o Based on a truck‐turning template evaluation, concurrent left‐turn movements
(eastbound and westbound) would not be feasible. Thus, as part of this recommendation,
the eastbound approach lane striping would be modified to include dedicated left‐turn
and through lane striping, which would require realignment of the centerline. The
westbound approach striping would require upgrades/delineation as well.
Western Avenue/Park Western Drive – Modify the traffic signal phasing to include protected left‐
turn phasing in the southbound direction along with a Flashing Yellow Arrow (FYA), which allows
drivers to make a left‐turn after yielding to oncoming traffic. Based on review of MUTCD guidance
for installation of a protected left‐turn phase, the southbound left‐turn volumes coupled with the
opposing northbound through volumes are high enough, in both peak periods, to justify the
installation. The MUTCD warrant calculation is provided in Appendix G. In the northbound
direction, modify the traffic signal phasing to include an FYA only (no protected phasing).
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8.2 Access Management
Regardless of which scenario is ultimately pursued, access control/management is considered an
independent but critical element for review. The exclusive turn lane movements at the study intersections
were evaluated to determine if adequate storage is currently provided. Table 11 summarizes the current
95th percentile queue lengths (using the HCM methodology) during the a.m. and p.m. peak hours. The
calculated 95th percentile queue lengths are rounded up to the nearest ten feet. Queue output sheets are
provided in Appendix B.
Table 11: Queue Analysis Summary
Intersection Movement
Available
Storage
Length (ft)
95th Percentile Queue Length (ft)
AM Peak Hour PM Peak Hour
1. Western Ave/Pacific Coast Highway
Northbound Left‐turn 175* 410 180
Southbound Left‐turn 150* 90 90
Eastbound Left‐turn 175 200 240
Westbound Left‐turn 175 160 160
2. Western Ave/Anaheim St
Southbound Left‐turn 200* 100 190
Westbound Left‐turn 225 310 160
3. Western Ave/262nd St
Northbound Left‐turn 200 170 60
Southbound Left‐turn 225 20 20
4. Western Ave/263rd St
Northbound Left‐turn 100 10 10
Southbound Left‐turn 200 10 10
5. Western Ave/Palos Verdes Dr North
Northbound Left‐turn 225* 290 230
Northbound Right‐turn 200 130 100
Southbound Left‐turn 175 120 80
Southbound Right‐turn 125 0 0
Eastbound Left‐turn 200 160 190
Eastbound Right‐turn 350 170 440
Westbound Left‐turn 275* 270 180
6. Western Ave/Peninsula Verde Dr
Northbound Left‐turn 175 10 10
Eastbound Left‐turn 75 40 20
7. Western Ave/Horizon Wy
Northbound Left‐turn 350 60 40
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Intersection Movement
Available
Storage
Length (ft)
95th Percentile Queue Length (ft)
AM Peak Hour PM Peak Hour
Southbound Left‐turn 275 60 60
8. Western Ave/Avenida Aprenda
Northbound Left‐turn 125 60 180
Southbound Left‐turn 250 10 30
9. Western Ave/Westmont Dr‐Delasonde Dr
Northbound Left‐turn 150 120 80
Southbound Left‐turn 175 170 260
Eastbound Left‐turn 75 150 60
Westbound Left‐turn 150 220 200
Westbound Right‐turn 130 70 0
10. Western Ave/Toscanini Dr
Northbound Left‐turn 125 130 70
Southbound Left‐turn 250 40 70
11. Western Ave/Caddington Dr
Northbound Left‐turn 150 40 110
Southbound Left‐turn 100 30 30
12. Western Ave/Capitol Dr
Northbound Left‐turn 125 10 20
Northbound Right‐turn 175 30 10
Southbound Left‐turn 225 160 170
Westbound Left‐turn 200 250 180
13. Western Ave/Park Western Dr
Northbound Left‐turn 125 20 40
Southbound Left‐turn 225 200 250
14. Western Ave/Crestwood St
Northbound Left‐turn 100 70 60
Southbound Left‐turn 225 40 50
15. Western Ave/Summerland Ave
Northbound Left‐turn 125 40 30
Northbound Right‐turn 100 0 0
Southbound Left‐turn 225 120 170
Westbound Left‐turn 150 150 140
Westbound Right‐turn 250 110 90
16. Western Ave/1st St
Northbound Left‐turn 150 20 30
Northbound Right‐turn 410 140 60
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Intersection Movement
Available
Storage
Length (ft)
95th Percentile Queue Length (ft)
AM Peak Hour PM Peak Hour
Southbound Left‐turn 150 130 180
Eastbound Left‐turn 100 90 60
Westbound Left‐turn 175 540 260
Westbound Right‐turn 125 90 60
17. Western Ave/Weymouth Ave
Northbound Left‐turn 150 20 30
Southbound Left‐turn 250 200 460
Westbound Right‐turn 170* 180 190
18. Western Ave/Bynner Dr
Northbound Left‐turn 150 10 10
Southbound Left‐turn 100 30 40
19. Western Ave/9th St
Northbound Left‐turn 150 230 140
Southbound Left‐turn 150 90 110
Eastbound Left‐turn 100 30 50
Westbound Left‐turn 250 130 190
Westbound Right‐turn 200 0 20
20. Western Ave/19th St
Northbound Left‐turn 150 20 30
Southbound Left‐turn 250 120 160
Eastbound Left‐turn 75 130 120
Westbound Left‐turn 150 210 120
Westbound Right‐turn 250 150 110
21. Western Ave/25th St
Northbound Left‐turn 250 30 40
Southbound Left‐turn 175 250 260
Southbound Right‐turn 125 390 40
Eastbound Left‐turn 275* 200 290
Westbound Left‐turn 175 120 110
Westbound Right‐turn 225 50 50
* Dual turn lanes
Bold = 95th percentile queue lengths at the exclusive turning movements currently exceed the
available storage lengths.
As shown in Table 11, turn‐pocket queues currently exceed the available storage at multiple locations
along Western Avenue (i.e., northbound and southbound approaches). These locations, noting the
feasibility of potentially extending the length of the turn pocket(s), are as follows:
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Western Avenue/Pacific Coast Highway – Northbound left‐turn lane in the a.m. peak hour. The
close proximity of 258th Place to the south limits the feasibility of extending this turn pocket.
Western Avenue/Palos Verdes Drive North – Northbound left‐turn lane in both peak hours. The
close proximity of the Harbor Hills Apartments driveway to the south limits the feasibility of
extending this turn pocket.
Western Avenue/Avenida Aprenda – Northbound left‐turn lane in the p.m. peak hour. This pocket
could potentially be extended approximately 80 to 100 feet without affecting the southbound
left‐turn pocket to Fitness Drive (would require median re‐construction though).
Western Avenue/Westmont Drive‐Delasonde Drive – Southbound left‐turn lane in the p.m. peak
hour. This pocket could potentially be extended approximately 100 feet without affecting the
Garden Village driveway to the north (would require median re‐construction though).
Western Avenue/Toscanini Drive – Northbound left‐turn lane in the a.m. peak hour. This pocket
could potentially be extended approximately 100 feet without affecting the Palos Verdes Plaza
driveway to the south (would require median re‐construction though).
Western Avenue/Park Western Drive – Southbound left‐turn lane in the p.m. peak hour. This
pocket could potentially be extended approximately 100 feet without affecting the northbound
left‐turn pocket to Trudie Drive (would require median re‐construction though). Note that if the
FYA recommendation (mentioned earlier) for the southbound left‐turn movement is
implemented, then this turn pocket extension would not be necessary.
Western Avenue/1st Street – Southbound left‐turn lane in the p.m. peak hour. This pocket could
potentially be extended approximately 100 feet without affecting the northbound left‐turn
pocket to Santa Cruz Street (would require median re‐construction though).
Western Avenue/Weymouth Avenue – Southbound left‐turn lane in the p.m. peak hour. The close
proximity of the northbound left‐turn pocket to 1st Street (on the north) limits the feasibility of
extending this turn pocket.
Western Avenue/9th Street – Northbound left‐turn lane in both peak hours. The pocket could
potentially be extended for as long a distance as needed to satisfy the queue (would require
median re‐construction though), as the nearest affected street or driveway is more than a half
mile to the south (Dodson Avenue).
Western Avenue/25th Street – Southbound left‐turn lane in both peak hours and southbound
right‐turn lane in the a.m. peak hour. There is a painted median/two‐way left‐turn lane within this
section of Western Avenue, thus some southbound left‐turn demand can queue up within the
median. An extension of this turn pocket is not recommended. Similarly, southbound right‐turn
demand can queue up along the curb.
As mentioned, traffic counts at large commercial center driveways were collected and incorporated into
the traffic analysis. This data is used to evaluate whether any modifications to driveway access would
serve the objectives of the project (i.e., improvement of traffic flow along Western Avenue). Thus, in
addition to reviewing queue lengths at the signalized intersections, queue lengths at the major
commercial center median opening turning movements were reviewed. Table 12 summarizes the peak
hour queue lengths at the median openings.
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Table 12: Median Openings Queue Analysis Summary
Intersection Movement
Available
Storage
Length (ft)
95th Percentile Queue Length (ft)
AM Peak Hour PM Peak Hour
Rolling Hills View Ctr
Southbound Left‐turn 80 10 10
Garden Village Shopping Ctr
Southbound Left‐turn 200 20 20
Westmont Plaza Shopping Ctr
Southbound Left‐turn 105 10 10
Palos Verdes Plaza
Northbound Left‐turn 105 10 10
Terraces at South Bay /Harbour Cove
Northbound Left‐turn 110 40 100
Southbound Left‐turn 140 10 10
Park Plaza
Southbound Left‐turn 80 10 10
Starbucks/Bagels Galore Ctr
Southbound Left‐turn 100 10 10
America's Best Value Inn
Northbound Left‐turn 110 10 10
Dodson Ave/Western Ave
Southbound Left‐turn 60 10 10
As shown, none of the 95th percentile peak hour queue lengths exceed the available storage capacity of
the turn pockets. However, the queue from the northbound left‐turn into the Terraces at South Bay is the
location that is closest to exceeding the storage capacity (during the p.m. peak hour). Based on feedback
from the community, it is understood that this left‐turn pocket experiences queuing back‐ups that exceed
the storage, potentially during mid‐day and early afternoon periods. These periods are outside of the
typical commuting period for which the traffic counts were collected. Thus, a turn pocket extension of
approximately 80 feet is recommended, without affecting the southbound left‐turn pocket to Capitol
Drive.
8.3 Safety Recommendations Enhancements
This section describes potential safety measures that could be incorporated independent of a selected
scenario and would not inhibit traffic flow along Western Avenue. Thus, the measures are focused on
signage, striping, or turning restrictions along side/cross streets rather than along Western Avenue:
At the Terraces at South Bay driveway, located 450 feet north of Capitol Drive, a standard “No
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Left‐turn ” sign (MUTCD R3‐2) could be installed in order to emphasize to a driver that a left‐turn
should not attempted. The current signage, which appears to be within the private property, is
non‐standard. This measure would have little to no effect on current traffic flow on Western
Avenue as the traffic count collected at this location did not show any left‐turn demand (only
right‐turn movements occurred during the count period).
Similarly, at the Park Plaza shopping center driveway, located 360 feet north of Crestwood Drive,
the median opening allows left‐turn access out of the shopping center. A “No Left‐turn ” sign
(MUTCD R3‐2) could potentially be installed in order to reduce the likelihood of broadside
collisions involving through‐moving vehicles along Western Avenue as well as inbound left‐turning
vehicles. At this driveway, three (3) outbound left‐turning vehicles were counted during two‐hour
a.m. period and six (6) outbound left‐turning vehicles were counted during the two‐hour p.m.
period.
At the Western Avenue/Summerland Avenue intersection, the west leg has the appearance of a
private driveway or alley providing access to a small strip retail center on one side and the
Eastview Townhouse residential building car ports on the other side, given the lack of lane
striping. However, this leg is a public roadway (continuation of Summerland Avenue) that provides
access to/from a residential neighborhood on the west. At the intersection approach, it is
recommended that lane striping be added to allow for approaching vehicles to line up properly,
especially given the skew of the roadway around the edge of the strip retail center. In addition, a
red curb parking restriction should be considered along the south side of Summerland Avenue,
along the curb of the retail center. A parked vehicle in this location could present an obstruction
of the roadway given the limited width.
8.4 Transit Signal Priority Assessment
This section provides a discussion of the potential suitability of Transit Signal Priority (TSP) along Western
Avenue. TSP is the method by which traffic signal timing is adjusted to reduce the amount of time a transit
vehicle spends waiting at a red light. TSP works by making minor modifications to the traffic signal cycle
or phasing when transit vehicles, such as buses, are approaching. The process can result in either extended
green times so an approaching transit vehicle can get through the intersection without stopping or
reduced red times to allow a stopped vehicle to start moving again. The intent of deploying a TSP system
is to provide faster and more reliable transit service.
As mentioned, transit service along Western Avenue includes bus lines operated by LA Metro, LADOT, and
Palos Verdes Transit. None of the lines are designated as “Rapid” lines along Western Avenue. Rapid bus
lines are a higher quality bus service compared to local service, and may include several key attributes
such as dedicated bus lanes, branded vehicles and stations, high frequency, and/or limited stops (i.e., only
at every one mile or major cross street). Of the lines, the shortest headway is 25 to 30 minutes (LA Metro
Local 205). Deployment of TSP is generally more suited to corridors with higher frequency service. High
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frequency transit is defined as bus lines with headways of 15 minutes or less throughout the day.
In addition to bus frequency, the locations of bus stops with respect to the nearest signalized intersection
are a consideration when deploying TSP. Along Western Avenue, bus stops are provided adjacent to
several signalized intersections as follows:
Anaheim Street – Northbound far‐side, Southbound near‐side
Palos Verdes Drive North – Northbound and Southbound far‐side
Peninsula Verde Drive – Northbound and Southbound far‐side
Horizon Way‐Green Hills Drive – Northbound and Southbound near‐side
Avenida Aprenda – Northbound and Southbound near‐side
Westmont Drive – Northbound and Southbound near‐side
Toscanini Drive – Northbound and Southbound near‐side
Caddington Drive – Northbound and Southbound near‐side
Capitol Drive – Northbound and Southbound near‐side
Park Western Drive – Northbound and Southbound near‐side
Crestwood Street – Northbound and Southbound near‐side
Summerland Avenue – Northbound and Southbound far‐side
19th Street – Northbound near‐side
25th Street – Northbound far‐side
As shown, the majority of bus stops are near‐side stops. Typically, the presence of near‐side stops makes
achieving TSP benefits more difficult because bus dwell times at a stop can be highly variable. Thus, the
addition of TSP along this corridor would require relocating bus stops to far‐side locations in some cases,
where feasible. Ultimately, this section of Western Avenue is not included within Los Angeles Metro’s list
of priority corridors for future TSP implementation. Thus, further review would be required in order to
determine whether transit buses along Western Avenue are running behind schedule, resulting in a need
for TSP deployment.
9.0 SCENARIO SUMMARY AND PRIORITIZATION
This final section presents a summary of the performance of each scenario, when considering traffic
operations as well as other factors. Table 13 presents the summary matrix which was developed in
coordination with the City of Rancho Palos Verdes, Caltrans, and LADOT. The matrix includes benefits,
disadvantages, and considerations for each scenario.
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Table 13: Scenario Evaluation Matrix
Scenario Traffic Operations Compatibility Cost (order of
magnitude)
Simplicity of
Interagency
Coordination
Considerations
0
Existing Conditions
(current signal
timing)
Congestion primarily occurs
within the section between
Weymouth Place and Capitol
Drive (intersections 12 through
17). Within this section,
average speeds were generally
10 to 15 miles per hour.
‐ None None
1a
Existing Conditions
with Min Build
(improve upon
current signal
timing & grouping)
Arterial performance benefit of
20% travel time reduction
corridor‐wide, when compared
to existing
No compatibility
issues, current signal
technology
maintained
Low. Cost to develop
revised/refined TOD
plans along Caltrans
intersections.
No effect on
institutional or
infrastructure plans
In order to be successful,
continuous monitoring from
both agencies would be
required (may be difficult
from a practical perspective).
1b
Existing Conditions
with Min Build
(improve upon
current signal
timing & grouping
with added
recommendations)
Similar operational results as
Scenario 2a
May require system
detectors,
communication to a
central system (traffic
responsive
functionality?)
Similar cost to Scenario
2a (if traffic responsive
is implemented), though
system detectors would
not be required at every
intersection.
No effect on
institutional or
infrastructure plans
2a
Caltrans deploys its
TSMSS at its 11
signalized
intersections
Arterial performance benefit of
25‐30% travel‐time reduction
corridor‐wide, when compared
to existing
Statewide standard
technology, assume
no flexibility in
diverting from that
technology, thus no
issues with
compatibility. Similar
to Scenario 1b, but
requires Adaptive
functionality
Medium costs given that
the technology is in
place already, system
detectors required at
every intersection.
Little to no effect
on current
interagency
agreements
The adaptive signal module
for TSMSS is a separate
module that needs to be
purchased by D7. D7 does
not currently have a license
for this module.
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Scenario Traffic Operations Compatibility Cost (order of
magnitude)
Simplicity of
Interagency
Coordination
Considerations
2a
Plus
Similar to Scenario
2a, with additional
data sharing
measures
Similar to Scenario 2a
Requires the ability for
Caltrans TSMSS
system to share data
(such as cycle lengths
and offsets) with the
adjacent LADOT
adaptive system
Additional costs as
compared to Scenario
2a
Little to no effect
on current
interagency
agreements
Ability for data sharing would
need to be explored.
2b
Caltrans deploys its
TSMSS at a reduced
number of
intersections
(compared to 2a)
Similar, but slightly less
performance benefit as
Scenario 2a
No compatibility
issues
Similar to 2a (Medium),
same technology but
lower scope of work in
term of detection
upgrades/improvements
Little to no effect
on current
interagency
agreements
The adaptive signal module
for TSMSS is a separate
module that needs to be
purchased by D7. D7 does
not currently have a license
for this module.
2c
Caltrans assuming
responsibility at 17
intersections
(deploying TSMSS
at all)
Arterial performance benefit of
30‐35% travel time reduction
corridor‐wide, when compared
to existing, highest benefit
amongst all scenarios
Communications
infrastructure
upgrade/modifications
between Summerland
Ave & 1st St.
Controller
upgrades/replacement
required
High cost (transfer of 8
signalized intersections
to Caltrans operational
responsibility), includes
administrative costs.
Would require
new/modified
interagency
agreements
Due to lack of internal
resources needed to operate
the additional signals, this
scenario is not considered
viable.
2c
Minus
Caltrans deploys
adaptive at its 11
intersections plus
assumes
responsibility at 2
additional
intersections
Arterial performance benefit of
25‐30% travel‐time reduction
corridor‐wide, when compared
to existing
Communications
infrastructure
upgrade/modifications
between Summerland
Ave & 1st St.
Controller
upgrades/replacement
required
Medium cost
Would require
limited
modifications to
interagency
agreements
This scenario is supported by
all stakeholder agencies
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Scenario Traffic Operations Compatibility Cost (order of
magnitude)
Simplicity of
Interagency
Coordination
Considerations
3a
LADOT expands its
ATCS to run at 17
intersections (ie,
adding the 11
Caltrans
intersections)
Similar operational results as
Scenario 2c (where one agency
runs the entire corridor),
highest benefit amongst all
scenarios
Communications
infrastructure
upgrade/modifications
between Anaheim St
& 262nd St and
Summerland Ave & 1st
St
Highest cost of all
scenarios (largest
transfer of intersection
operational
responsibilities)
Would require
new/modified
interagency
agreements,
highest complexity
LADOT has stated that a
nexus (leg into the
intersection) is needed in
order to transfer
responsibility), thus this
scenario is not considered
viable.
3b
LADOT expands its
ATCS to run at a
reduced number of
intersections
(compared to 3a),
based on
congestion data
identifying
hotspots
Improved performance benefit
over Scenario 2B (ie, the nearly
equivalent scenario under #2),
primarily in southern section of
corridor
Communications
infrastructure
upgrade/modifications
between Summerland
Ave & 1st St
Medium cost
Would require
new/modified
interagency
agreements
LADOT has stated that a
nexus (leg into the
intersection) is needed in
order to transfer
responsibility).
Note: Cost is a factor at this prioritization stage, but would be considered more during Scoping Document.
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Considering the summary matrix that notes the performance of each scenario, a scoring process was
undertaken to rank the scenarios in terms of project objectives being met. Four performance categories
were defined, with a weight for each category, and scored. The weights were developed in coordination
with the Focus Group. The four categories using for scoring are:
Recurring Traffic Operations – This category scores the project's ability to improve typical
day/peak hour traffic flow along Western Avenue.
Non‐recurring Traffic Operations – This category scores the project's ability to improve congestion
on Western Avenue that may occur from non‐typical factors such as road/lane closures, an
incident on the 110 freeway, or inclement weather.
Technical Compatibility – This category scores the project's ability to result in compatible
hardware and software infrastructure along the corridor's traffic signals.
Simplicity of Interagency Coordination – This category scores the project's ability to result in
simple/feasible interagency agreement conditions.
Based on collaboration between Focus Group members, scores for each scenario for each category were
assigned, and then each category score was multiplied by the category weight. Table 14 shows the scoring
matrix. As shown, three scenarios tied for the highest score, which are Scenario 2C, Scenario 2C Minus,
and Scenario 3A.
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Table 14: Prioritization Scoring Matrix
Scenario
Category
TOTAL
Weighted
Score
Recurring Traffic
Operations
Non‐recurring Traffic
Operations
Technical
Compatibility
Simplicity of
Interagency
Coordination
Category Weight (1 to 4) 4 4 2 2
Score
(1 to 5)
Weighted
Score
Score
(1 to 5)
Weighted
Score
Score
(1 to 5)
Weighted
Score
Score
(1 to 5)
Weighted
Score
0 Existing Conditions (current signal timing) 1 4 1 4 5 10 5 10 28
1a Existing Conditions with Min Build
(improve upon current signal timing & grouping) 2 8 1 4 5 10 5 10 32
1b
Existing Conditions with Min Build
(improve upon current signal timing & grouping with
added recommendations)
2 8 1 4 4 8 5 10 30
2a Caltrans deploys its ASCT (TSMSS) at its 11 signalized
intersections 3 12 4 16 3 6 4 8 42
2a Plus
Same operational responsibilities as Scenario 2a, but with
upgraded communications between Caltrans & LADOT
adaptive‐controlled signals (#15 & 16)
3 12 4 16 2 4 3 6 38
2b
Caltrans deploys its ASCT (TSMSS) at a reduced number
of intersections, based on congestion data identifying
hotspots
3 12 3 12 4 8 4 8 40
2c Caltrans assuming responsibility at all 17 intersections
(deploying TSMSS at all 17) 5 20 5 20 1 2 1 2 44
A-41
Western Ave Traffic Flow Improvements
Traffic Study
Draft Report
Iteris, Inc. | 42
Scenario
Category
TOTAL
Weighted
Score
Recurring Traffic
Operations
Non‐recurring Traffic
Operations
Technical
Compatibility
Simplicity of
Interagency
Coordination
Category Weight (1 to 4) 4 4 2 2
Score
(1 to 5)
Weighted
Score
Score
(1 to 5)
Weighted
Score
Score
(1 to 5)
Weighted
Score
Score
(1 to 5)
Weighted
Score
2c Minus
Caltrans deploys ASCT at 13 intersections (instead of 17),
thus assuming responsibility of 2 signals currently
operated by LADOT (#16 and 17)
4 16 4 16 3 6 3 6 44
3a LADOT expands its ATCS to run at all 17 intersections
(i.e., adding the 11 Caltrans intersections) 5 20 5 20 1 2 1 2 44
3b
LADOT expands its ATCS to run at a reduced number of
intersections, based on congestion data identifying
hotspots
4 16 4 16 2 4 2 4 40
A-42
Innovating Through Informatics™
Western Avenue Traffic Flow Improvements
Traffic Study
Technical Appendix
Submitted to:
J# 12078 | Prepared by Iteris, Inc.
A-43
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX A – TRAFFIC COUNT DATA
A-44
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Intersection Counts
A-45
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & PCH 3-07-2023 6-9AM
Site Code:
Start Date: 03/07/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
6:00 AM 8 16 8 0 1 32 16 168 15 0 4 199 5 50 34 0 1 89 14 140 11 0 3 165 485
6:15 AM 14 38 9 0 1 61 12 203 11 0 4 226 6 66 57 0 4 129 13 159 2 0 0 174 590
6:30 AM 21 44 19 0 5 84 8 315 16 0 4 339 9 85 76 0 3 170 11 174 10 0 5 195 788
6:45 AM 17 56 16 0 0 89 15 298 25 0 3 338 9 117 94 0 5 220 36 189 15 0 3 240 887
Hourly Total 60 154 52 0 7 266 51 984 67 0 15 1102 29 318 261 0 13 608 74 662 38 0 11 774 2750
7:00 AM 15 59 15 0 1 89 17 314 20 0 7 351 13 115 82 0 4 210 34 214 12 1 3 261 911
7:15 AM 20 83 24 0 1 127 15 389 28 0 3 432 12 130 109 0 3 251 28 246 17 0 2 291 1101
7:30 AM 32 102 33 0 5 167 24 401 25 0 16 450 13 178 132 0 8 323 49 248 21 0 8 318 1258
7:45 AM 33 148 37 0 9 218 23 395 15 0 6 433 15 223 138 0 4 376 60 271 32 0 4 363 1390
Hourly Total 100 392 109 0 16 601 79 1499 88 0 32 1666 53 646 461 0 19 1160 171 979 82 1 17 1233 4660
8:00 AM 26 107 35 0 2 168 20 335 29 0 9 384 14 238 134 0 6 386 46 278 37 0 3 361 1299
8:15 AM 27 105 32 0 1 164 26 323 32 0 9 381 11 236 115 0 5 362 47 271 32 0 1 350 1257
8:30 AM 34 108 32 0 3 174 36 318 19 0 13 373 16 201 115 0 2 332 48 248 11 0 1 307 1186
8:45 AM 25 116 25 0 1 166 23 296 27 0 1 346 16 176 101 0 4 293 50 260 27 0 1 337 1142
Hourly Total 112 436 124 0 7 672 105 1272 107 0 32 1484 57 851 465 0 17 1373 191 1057 107 0 6 1355 4884
9:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 1 1 0 0 0 2 6
Grand Total 272 982 285 0 30 1539 235 3759 262 0 79 4256 139 1815 1187 0 49 3141 437 2699 227 1 34 3364 12300
Approach % 17.7 63.8 18.5 0.0 -- 5.5 88.3 6.2 0.0 -- 4.4 57.8 37.8 0.0 -- 13.0 80.2 6.7 0.0 -- -
Total % 2.2 8.0 2.3 0.0 -12.5 1.9 30.6 2.1 0.0 -34.6 1.1 14.8 9.7 0.0 -25.5 3.6 21.9 1.8 0.0 -27.3 -
Lights 258 966 266 0 -1490 222 3600 244 0 -4066 127 1798 1178 0 -3103 429 2619 224 1 -3273 11932
% Lights 94.9 98.4 93.3 --96.8 94.5 95.8 93.1 --95.5 91.4 99.1 99.2 --98.8 98.2 97.0 98.7 100.0 -97.3 97.0
Buses 2 4 14 0 -20 8 29 10 0 -47 8 4 4 0 -16 1 28 2 0 -31 114
% Buses 0.7 0.4 4.9 --1.3 3.4 0.8 3.8 --1.1 5.8 0.2 0.3 --0.5 0.2 1.0 0.9 0.0 -0.9 0.9
Single-Unit Trucks 6 10 4 0 -20 3 97 3 0 -103 1 9 4 0 -14 3 36 1 0 -40 177
% Single-Unit
Trucks 2.2 1.0 1.4 --1.3 1.3 2.6 1.1 --2.4 0.7 0.5 0.3 --0.4 0.7 1.3 0.4 0.0 -1.2 1.4
Articulated Trucks 6 2 1 0 -9 2 32 5 0 -39 2 4 1 0 -7 4 16 0 0 -20 75
% Articulated
Trucks 2.2 0.2 0.4 --0.6 0.9 0.9 1.9 --0.9 1.4 0.2 0.1 --0.2 0.9 0.6 0.0 0.0 -0.6 0.6
Bicycles on Road 0 0 0 0 -0 0 1 0 0 -1 1 0 0 0 -1 0 0 0 0 -0 2
% Bicycles on
Road 0.0 0.0 0.0 --0.0 0.0 0.0 0.0 --0.0 0.7 0.0 0.0 --0.0 0.0 0.0 0.0 0.0 -0.0 0.0
Bicycles on
Crosswalk - - - -3 - - - - -5 - - - - -0 - - - - -1 - -
% Bicycles on
Crosswalk - - - -10.0 - - - - -6.3 - - - - -0.0 - - - - -2.9 - -
Pedestrians - - - -27 - - - - -74 - - - - -49 - - - - -33 - -
% Pedestrians - - - -90.0 - - - - -93.7 - - - - -100.0 - - - - -97.1 - -
A-46
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & PCH 3-08-2023 6-9AM
Site Code:
Start Date: 03/08/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
6:00 AM 8 25 11 0 1 44 15 150 19 0 3 184 7 53 32 0 2 92 23 130 12 0 2 165 485
6:15 AM 14 43 13 0 3 70 12 227 12 0 5 251 9 64 55 0 7 128 21 162 6 0 1 189 638
6:30 AM 18 48 14 0 1 80 10 214 21 0 6 245 3 99 87 0 3 189 14 166 10 0 1 190 704
6:45 AM 23 57 15 0 0 95 15 264 24 0 0 303 16 103 85 0 1 204 24 179 8 0 1 211 813
Hourly Total 63 173 53 0 5 289 52 855 76 0 14 983 35 319 259 0 13 613 82 637 36 0 5 755 2640
7:00 AM 14 60 20 0 2 94 18 335 29 0 8 382 9 79 78 0 3 166 27 202 18 0 1 247 889
7:15 AM 17 73 30 0 0 120 16 339 45 0 2 400 9 143 114 0 0 266 35 198 23 0 4 256 1042
7:30 AM 32 123 22 0 0 177 19 421 24 0 8 464 13 176 133 0 3 322 50 260 13 0 0 323 1286
7:45 AM 40 135 35 0 9 210 23 334 25 1 9 383 13 212 136 0 4 361 67 256 29 0 3 352 1306
Hourly Total 103 391 107 0 11 601 76 1429 123 1 27 1629 44 610 461 0 10 1115 179 916 83 0 8 1178 4523
8:00 AM 21 112 27 0 5 160 18 338 19 0 8 375 15 229 101 0 0 345 80 276 37 0 0 393 1273
8:15 AM 21 106 38 0 2 165 27 371 18 0 12 416 15 236 113 0 0 364 49 232 19 0 0 300 1245
8:30 AM 37 109 30 0 3 176 21 331 20 0 8 372 12 187 122 0 0 321 56 246 22 0 0 324 1193
8:45 AM 35 109 29 0 4 173 22 397 25 0 6 444 19 194 97 0 0 310 43 233 20 0 0 296 1223
Hourly Total 114 436 124 0 14 674 88 1437 82 0 34 1607 61 846 433 0 0 1340 228 987 98 0 0 1313 4934
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2
Grand Total 280 1000 284 0 30 1564 216 3721 281 1 75 4219 140 1775 1155 0 23 3070 489 2540 217 0 13 3246 12099
Approach % 17.9 63.9 18.2 0.0 -- 5.1 88.2 6.7 0.0 -- 4.6 57.8 37.6 0.0 -- 15.1 78.3 6.7 0.0 -- -
Total % 2.3 8.3 2.3 0.0 -12.9 1.8 30.8 2.3 0.0 -34.9 1.2 14.7 9.5 0.0 -25.4 4.0 21.0 1.8 0.0 -26.8 -
Lights 269 978 271 0 -1518 204 3571 259 1 -4035 128 1761 1133 0 -3022 481 2483 213 0 -3177 11752
% Lights 96.1 97.8 95.4 --97.1 94.4 96.0 92.2 100.0 -95.6 91.4 99.2 98.1 --98.4 98.4 97.8 98.2 --97.9 97.1
Buses 0 4 12 0 -16 9 27 9 0 -45 8 2 3 0 -13 2 22 3 0 -27 101
% Buses 0.0 0.4 4.2 --1.0 4.2 0.7 3.2 0.0 -1.1 5.7 0.1 0.3 --0.4 0.4 0.9 1.4 --0.8 0.8
Single-Unit Trucks 8 15 1 0 -24 3 102 9 0 -114 3 9 16 0 -28 4 18 1 0 -23 189
% Single-Unit
Trucks 2.9 1.5 0.4 --1.5 1.4 2.7 3.2 0.0 -2.7 2.1 0.5 1.4 --0.9 0.8 0.7 0.5 --0.7 1.6
Articulated Trucks 3 3 0 0 -6 0 21 4 0 -25 1 2 3 0 -6 2 16 0 0 -18 55
% Articulated
Trucks 1.1 0.3 0.0 --0.4 0.0 0.6 1.4 0.0 -0.6 0.7 0.1 0.3 --0.2 0.4 0.6 0.0 --0.6 0.5
Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 1 0 0 -1 0 1 0 0 -1 2
% Bicycles on
Road 0.0 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 0.0 0.0 --0.0 0.0
Bicycles on
Crosswalk - - - -0 - - - - -1 - - - - -1 - - - - -0 - -
% Bicycles on
Crosswalk - - - -0.0 - - - - -1.3 - - - - -4.3 - - - - -0.0 - -
Pedestrians - - - -30 - - - - -74 - - - - -22 - - - - -13 - -
% Pedestrians - - - -100.0 - - - - -98.7 - - - - -95.7 - - - - -100.0 - -
A-47
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & PCH 3-07-2023 2-7PM
Site Code:
Start Date: 03/07/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
2:00 PM 31 127 28 0 10 186 26 321 24 0 6 371 11 116 79 1 8 207 68 251 43 0 3 362 1126
2:15 PM 31 128 33 0 7 192 27 288 19 0 3 334 19 145 88 0 6 252 97 259 31 0 3 387 1165
2:30 PM 26 145 29 0 4 200 21 284 26 0 7 331 31 149 69 0 2 249 75 256 35 0 9 366 1146
2:45 PM 28 170 32 0 3 230 28 331 31 0 7 390 19 128 112 0 5 259 77 252 37 0 3 366 1245
Hourly Total 116 570 122 0 24 808 102 1224 100 0 23 1426 80 538 348 1 21 967 317 1018 146 0 18 1481 4682
3:00 PM 38 153 25 0 1 216 37 301 16 0 3 354 30 130 66 0 12 226 66 292 31 0 4 389 1185
3:15 PM 23 148 38 0 0 209 31 277 16 0 12 324 16 177 85 0 2 278 81 344 18 0 0 443 1254
3:30 PM 36 170 46 0 7 252 31 260 24 0 7 315 29 129 99 0 13 257 76 348 31 0 2 455 1279
3:45 PM 29 198 41 0 9 268 23 305 25 0 16 353 34 158 102 0 7 294 65 348 20 0 4 433 1348
Hourly Total 126 669 150 0 17 945 122 1143 81 0 38 1346 109 594 352 0 34 1055 288 1332 100 0 10 1720 5066
4:00 PM 43 181 31 0 8 255 34 257 18 0 6 309 25 116 72 0 7 213 98 337 26 0 3 461 1238
4:15 PM 42 181 38 0 5 261 28 297 20 0 5 345 26 157 67 0 4 250 97 368 30 0 5 495 1351
4:30 PM 32 151 46 0 2 229 30 259 23 0 8 312 25 148 91 0 7 264 106 349 43 0 2 498 1303
4:45 PM 32 184 26 0 3 242 36 311 29 0 7 376 23 142 106 0 3 271 85 345 30 0 2 460 1349
Hourly Total 149 697 141 0 18 987 128 1124 90 0 26 1342 99 563 336 0 21 998 386 1399 129 0 12 1914 5241
5:00 PM 33 112 31 0 5 176 42 323 29 0 10 394 19 136 77 0 5 232 92 324 46 0 4 462 1264
5:15 PM 24 174 36 0 3 234 32 317 12 0 2 361 24 166 85 0 2 275 97 321 30 0 1 448 1318
5:30 PM 24 186 48 0 0 258 31 273 26 0 3 330 26 148 75 0 2 249 84 318 28 0 2 430 1267
5:45 PM 35 196 42 0 4 273 21 297 18 0 5 336 29 155 77 0 4 261 88 319 29 0 1 436 1306
Hourly Total 116 668 157 0 12 941 126 1210 85 0 20 1421 98 605 314 0 13 1017 361 1282 133 0 8 1776 5155
6:00 PM 34 198 40 0 3 272 33 279 19 0 13 331 17 134 84 0 10 235 75 303 22 0 6 400 1238
6:15 PM 26 151 37 0 2 214 19 267 21 0 1 307 19 129 73 0 4 221 90 298 34 1 0 423 1165
6:30 PM 30 164 26 0 2 220 23 210 26 0 5 259 16 127 108 0 3 251 76 237 27 0 3 340 1070
6:45 PM 31 121 35 0 3 187 20 254 16 0 3 290 10 92 78 0 3 180 94 255 26 0 3 375 1032
Hourly Total 121 634 138 0 10 893 95 1010 82 0 22 1187 62 482 343 0 20 887 335 1093 109 1 12 1538 4505
7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2
Grand Total 628 3238 708 0 81 4574 573 5711 438 0 129 6722 448 2782 1695 1 109 4926 1687 6124 617 1 60 8429 24651
Approach % 13.7 70.8 15.5 0.0 -- 8.5 85.0 6.5 0.0 -- 9.1 56.5 34.4 0.0 -- 20.0 72.7 7.3 0.0 -- -
Total % 2.5 13.1 2.9 0.0 -18.6 2.3 23.2 1.8 0.0 -27.3 1.8 11.3 6.9 0.0 -20.0 6.8 24.8 2.5 0.0 -34.2 -
Lights 618 3216 677 0 -4511 548 5618 420 0 -6586 431 2762 1682 1 -4876 1668 5987 603 1 -8259 24232
% Lights 98.4 99.3 95.6 --98.6 95.6 98.4 95.9 --98.0 96.2 99.3 99.2 100.0 -99.0 98.9 97.8 97.7 100.0 -98.0 98.3
Buses 1 3 20 0 -24 20 40 12 0 -72 11 3 2 0 -16 3 33 4 0 -40 152
% Buses 0.2 0.1 2.8 --0.5 3.5 0.7 2.7 --1.1 2.5 0.1 0.1 0.0 -0.3 0.2 0.5 0.6 0.0 -0.5 0.6
Single-Unit Trucks 7 15 10 0 -32 4 34 5 0 -43 5 15 9 0 -29 15 89 6 0 -110 214
% Single-Unit
Trucks 1.1 0.5 1.4 --0.7 0.7 0.6 1.1 --0.6 1.1 0.5 0.5 0.0 -0.6 0.9 1.5 1.0 0.0 -1.3 0.9
Articulated Trucks 1 3 1 0 -5 1 15 1 0 -17 1 2 2 0 -5 1 15 4 0 -20 47
% Articulated
Trucks 0.2 0.1 0.1 --0.1 0.2 0.3 0.2 --0.3 0.2 0.1 0.1 0.0 -0.1 0.1 0.2 0.6 0.0 -0.2 0.2
A-48
Bicycles on Road 1 1 0 0 -2 0 4 0 0 -4 0 0 0 0 -0 0 0 0 0 -0 6
% Bicycles on
Road 0.2 0.0 0.0 --0.0 0.0 0.1 0.0 --0.1 0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 0.0 -0.0 0.0
Bicycles on
Crosswalk - - - -1 - - - - -4 - - - - -1 - - - - -1 - -
% Bicycles on
Crosswalk - - - -1.2 - - - - -3.1 - - - - -0.9 - - - - -1.7 - -
Pedestrians - - - -80 - - - - -125 - - - - -108 - - - - -59 - -
% Pedestrians - - - -98.8 - - - - -96.9 - - - - -99.1 - - - - -98.3 - -
A-49
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & PCH 3-08-2023 2-7PM
Site Code:
Start Date: 03/08/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
2:00 PM 25 131 40 0 3 196 27 225 21 0 6 273 18 139 100 0 4 257 72 259 30 0 7 361 1087
2:15 PM 38 140 38 0 0 216 23 277 14 0 3 314 25 151 94 0 3 270 92 250 29 0 8 371 1171
2:30 PM 32 137 18 0 8 187 27 248 19 0 8 294 17 157 93 0 7 267 83 269 36 0 4 388 1136
2:45 PM 32 131 41 0 4 204 50 308 24 0 2 382 20 139 105 0 5 264 89 290 43 0 1 422 1272
Hourly Total 127 539 137 0 15 803 127 1058 78 0 19 1263 80 586 392 0 19 1058 336 1068 138 0 20 1542 4666
3:00 PM 20 128 46 0 5 194 22 289 31 0 6 342 18 155 104 0 11 277 88 305 36 0 9 429 1242
3:15 PM 31 151 35 0 6 217 28 252 17 0 7 297 21 161 88 0 11 270 88 355 35 0 2 478 1262
3:30 PM 29 181 48 0 3 258 31 243 21 0 13 295 25 143 80 0 4 248 81 343 26 0 5 450 1251
3:45 PM 38 190 38 0 8 266 25 307 25 0 25 357 23 152 105 0 14 280 61 347 21 0 5 429 1332
Hourly Total 118 650 167 0 22 935 106 1091 94 0 51 1291 87 611 377 0 40 1075 318 1350 118 0 21 1786 5087
4:00 PM 33 154 44 0 4 231 24 230 18 0 7 272 25 138 88 0 7 251 94 333 26 0 5 453 1207
4:15 PM 35 217 34 0 4 286 22 266 26 0 4 314 11 151 95 0 5 257 82 305 35 0 5 422 1279
4:30 PM 35 158 49 0 7 242 35 299 26 0 15 360 20 146 73 0 3 239 85 370 30 0 4 485 1326
4:45 PM 31 189 40 0 13 260 26 291 31 0 7 348 18 141 99 0 5 258 67 353 25 0 8 445 1311
Hourly Total 134 718 167 0 28 1019 107 1086 101 0 33 1294 74 576 355 0 20 1005 328 1361 116 0 22 1805 5123
5:00 PM 38 173 30 0 2 241 19 269 23 0 3 311 26 163 66 0 7 255 93 353 30 0 3 476 1283
5:15 PM 39 213 43 0 5 295 34 280 20 0 7 334 13 166 82 0 5 261 86 309 38 0 6 433 1323
5:30 PM 29 196 33 0 3 258 27 293 24 0 4 344 17 154 86 0 6 257 113 335 33 0 5 481 1340
5:45 PM 28 163 37 0 1 228 29 329 21 0 5 379 22 129 94 0 4 245 109 298 42 0 2 449 1301
Hourly Total 134 745 143 0 11 1022 109 1171 88 0 19 1368 78 612 328 0 22 1018 401 1295 143 0 16 1839 5247
6:00 PM 28 154 34 0 8 216 30 298 22 0 2 350 11 134 68 0 3 213 97 344 34 0 2 475 1254
6:15 PM 34 165 40 0 8 239 29 277 20 0 5 326 21 123 78 0 3 222 98 345 26 0 0 469 1256
6:30 PM 42 167 32 0 4 241 18 262 22 0 3 302 24 124 85 0 1 233 83 266 34 0 4 383 1159
6:45 PM 22 124 23 0 4 169 34 266 15 0 3 315 22 98 75 0 2 195 93 227 36 0 2 356 1035
Hourly Total 126 610 129 0 24 865 111 1103 79 0 13 1293 78 479 306 0 9 863 371 1182 130 0 8 1683 4704
Grand Total 639 3262 743 0 100 4644 560 5509 440 0 135 6509 397 2864 1758 0 110 5019 1754 6256 645 0 87 8655 24827
Approach % 13.8 70.2 16.0 0.0 -- 8.6 84.6 6.8 0.0 -- 7.9 57.1 35.0 0.0 -- 20.3 72.3 7.5 0.0 -- -
Total % 2.6 13.1 3.0 0.0 -18.7 2.3 22.2 1.8 0.0 -26.2 1.6 11.5 7.1 0.0 -20.2 7.1 25.2 2.6 0.0 -34.9 -
Lights 632 3248 712 0 -4592 537 5414 419 0 -6370 375 2824 1741 0 -4940 1746 6068 635 0 -8449 24351
% Lights 98.9 99.6 95.8 --98.9 95.9 98.3 95.2 --97.9 94.5 98.6 99.0 --98.4 99.5 97.0 98.4 --97.6 98.1
Buses 2 2 20 0 -24 22 36 11 0 -69 11 3 4 0 -18 2 27 1 0 -30 141
% Buses 0.3 0.1 2.7 --0.5 3.9 0.7 2.5 --1.1 2.8 0.1 0.2 --0.4 0.1 0.4 0.2 --0.3 0.6
Single-Unit Trucks 5 10 8 0 -23 0 45 7 0 -52 10 32 9 0 -51 6 131 5 0 -142 268
% Single-Unit
Trucks 0.8 0.3 1.1 --0.5 0.0 0.8 1.6 --0.8 2.5 1.1 0.5 --1.0 0.3 2.1 0.8 --1.6 1.1
Articulated Trucks 0 2 3 0 -5 1 13 3 0 -17 1 4 3 0 -8 0 29 1 0 -30 60
% Articulated
Trucks 0.0 0.1 0.4 --0.1 0.2 0.2 0.7 --0.3 0.3 0.1 0.2 --0.2 0.0 0.5 0.2 --0.3 0.2
Bicycles on Road 0 0 0 0 -0 0 1 0 0 -1 0 1 1 0 -2 0 1 3 0 -4 7
A-50
% Bicycles on
Road 0.0 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 0.5 --0.0 0.0
Bicycles on
Crosswalk - - - -8 - - - - -4 - - - - -7 - - - - -6 - -
% Bicycles on
Crosswalk - - - -8.0 - - - - -3.0 - - - - -6.4 - - - - -6.9 - -
Pedestrians - - - -92 - - - - -131 - - - - -103 - - - - -81 - -
% Pedestrians - - - -92.0 - - - - -97.0 - - - - -93.6 - - - - -93.1 - -
A-51
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Anaheim St/ 260th St
City:Lomita Project ID:
Control:Signalized Date:
NS/EW Streets:
1200220000100.50.520
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 06440264300000044450190
6:15 AM 07660294000000032430199
6:30 AM 010690216500000062640273
6:45 AM 1123802962000000153780319
7:00 AM 01451204174100000155700363
7:15 AM 0146130321110000101671030429
7:30 AM 02241005114100000034161170593
7:45 AM 02371206712801000038311390653
8:00 AM 02601406913100000019191550667
8:15 AM 02351306411400001019201160582
8:30 AM 0222805311030000020121240552
8:45 AM 0203100621183000102215870521
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1 2041 119 0 544 1137 7100302111361141 0 5341
APPROACH %'s :0.05% 94.45% 5.51% 0.00% 32.21% 67.32% 0.41% 0.06% 0.00% 0.00% 100.00% 0.00% 14.18% 9.14% 76.68% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :09564902515140100101108652702495
PEAK HR FACTOR :0.000 0.919 0.875 0.000 0.909 0.911 0.000 0.250 0.000 0.000 0.250 0.000 0.724 0.694 0.850 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200220000100.50.520
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 018911076163800050143710540
2:15 PM 021712091175610060177990631
2:30 PM 016810092165600020172850547
2:45 PM 018620081181210010266810585
3:00 PM 019024081169410010180920580
3:15 PM 022417096170200020224800617
3:30 PM 0186150107157600000146900581
3:45 PM 0163210133156410010185890591
4:00 PM 1168160951684100201110620538
4:15 PM 0190250111187800020175710616
4:30 PM 0151210931861020040285790579
4:45 PM 01652001151961100020227800618
5:00 PM 0176160121195600010237930638
5:15 PM 01521201242156200401711720615
5:30 PM 01541301132001200020207860607
5:45 PM 0163170133214500030164680623
6:00 PM 015410087177510050143660522
6:15 PM 013710084184500030198700520
6:30 PM 013612065163700040124660469
6:45 PM 010912066162900080173661453
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1 3378 314 0 1964 3583 126 10 0 0 58 0 362 107 1566 1 11470
APPROACH %'s :0.03% 91.47% 8.50% 0.00% 34.56% 63.05% 2.22% 0.18% 0.00% 0.00% 100.00% 0.00% 17.78% 5.26% 76.92% 0.05%
PEAK HR :5:00 PM 293 0 0 TOTAL
PEAK HR VOL :0 645 58 0 491 824 29 2 0 0 10 0 76 29 319 0 2483
PEAK HR FACTOR :0.000 0.916 0.853 0.000 0.923 0.958 0.604 0.250 0.000 0.000 0.625 0.000 0.826 0.659 0.858 0.000
Data - Totals
Western Ave Western Ave Anaheim St/ 260th St Anaheim St/ 260th St
0.917 0.958 0.250 0.869
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-018
12/13/2022
05:00 PM - 06:00 PM
0.9730.915 0.956 0.625 0.862
07:30 AM - 08:30 AM
0.935
A-52
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Anaheim St/ 260th St
City:Lomita Project ID:
Control:Signalized Date:
NS/EW Streets:
0200220000100.50.520
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 06440264300000044450190
6:15 AM 07660293900000032440199
6:30 AM 0107120246700000032670282
6:45 AM 0145702762000000101810333
7:00 AM 11121204379000000153830348
7:15 AM 0150150311132000401731030438
7:30 AM 02481305214800001029181290638
7:45 AM 02531307312900003035261220654
8:00 AM 02611506912900000020191550668
8:15 AM 02341306411800001019201190588
8:30 AM 0218805310930000019121230545
8:45 AM 0204110611183000102215880523
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1 2072 129 0 552 1154 80001001961251159 0 5406
APPROACH %'s :0.05% 94.10% 5.86% 0.00% 32.21% 67.33% 0.47% 0.00% 0.00% 0.00% 100.00% 0.00% 13.24% 8.45% 78.31% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :09965402585240000501038352502548
PEAK HR FACTOR :0.000 0.954 0.900 0.000 0.884 0.885 0.000 0.000 0.000 0.000 0.417 0.000 0.736 0.798 0.847 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0200220000100.50.520
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 119319069179610020189751573
2:15 PM 01921408418340003095740568
2:30 PM 01871608417310300301311830583
2:45 PM 0177130892007000402512720599
3:00 PM 0176320108161500020226970609
3:15 PM 0196240107164600060223910619
3:30 PM 1207240107207600040164680644
3:45 PM 11851901131673000301611900608
4:00 PM 020215099207810040238780645
4:15 PM 018314083202810030218870610
4:30 PM 0 187 30 0 93 180 13 0 0 0 12 0 19 11 85 0 630
4:45 PM 1151901142138200302311750610
5:00 PM 0158140991919100402211950604
5:15 PM 0198240129196700030224910674
5:30 PM 11871401182061020060237940668
5:45 PM 01371301092101300050153720577
6:00 PM 0173190111226700070213730640
6:15 PM 0145120105210810050104690569
6:30 PM 014011083201900060136640533
6:45 PM 01508063162400040145510461
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :5 3524 344 0 1967 3838 151 12 0 0 89 0 367 142 1584 1 12024
APPROACH %'s :0.13% 90.99% 8.88% 0.00% 32.96% 64.31% 2.53% 0.20% 0.00% 0.00% 100.00% 0.00% 17.53% 6.78% 75.64% 0.05%
PEAK HR :05:15 PM 294 0 0 TOTAL
PEAK HR VOL :1 695 70 0 467 838 37 2 0 0 21 0 81 17 330 0 2559
PEAK HR FACTOR :0.250 0.878 0.729 0.000 0.905 0.927 0.712 0.250 0.000 0.000 0.750 0.000 0.880 0.607 0.878 0.000
Data - Totals
Western Ave Western Ave Anaheim St/ 260th St Anaheim St/ 260th St
0.951 0.968 0.417 0.916
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-018
12/14/2022
05:15 PM - 06:15 PM
0.9490.863 0.977 0.750 0.863
07:30 AM - 08:30 AM
0.954
A-53
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 262nd St
City:Lomita Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 264000440020301120119
6:15 AM 377100431020500140137
6:30 AM 1899001642080701020202
6:45 AM 19122001820052402110239
7:00 AM 16148000841091801220272
7:15 AM 23140001137111111600310335
7:30 AM 4423200116152212201330477
7:45 AM 59234103167711153204530532
8:00 AM 76266002142921732402460553
8:15 AM 612160031233063603430431
8:30 AM 4323100112852601201110431
8:45 AM 4119401312931521101320396
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :405 2023 2 1 16 1304 37 9 84 18 150 0 17 28 30 0 4124
APPROACH %'s :16.66% 83.22% 0.08% 0.04% 1.17% 95.46% 2.71% 0.66% 33.33% 7.14% 59.52% 0.00% 22.67% 37.33% 40.00% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :240 948 1 0 9 593 24 5 36 12 84 0 10 16 15 0 1993
PEAK HR FACTOR :0.789 0.891 0.250 0.000 0.750 0.888 0.667 0.625 0.529 0.600 0.656 0.000 0.625 0.800 0.625 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 1718510417134531701320416
2:15 PM 2620900418544732002150470
2:30 PM 1417210217542553601140422
2:45 PM 25190101199741054001450492
3:00 PM 1320000118230362401330439
3:15 PM 2523710417682843003050503
3:30 PM 2717910317221834402140447
3:45 PM 27175006158421164101020433
4:00 PM 2016200017243634601020419
4:15 PM 24193202214111645301120514
4:30 PM 27174001208638114301230487
4:45 PM 1617410521481753802400475
5:00 PM 2218200221462875101120498
5:15 PM 25148104229711144801220483
5:30 PM 2316730121750475600230488
5:45 PM 1015630222442744300160462
6:00 PM 1615110118545754202370429
6:15 PM 1514420119791363202210415
6:30 PM 1214100317242452201010367
6:45 PM 1710920417033422900100344
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :401 3448 20 0 51 3834 96 43 142 98 755 0 24 32 59 0 9003
APPROACH %'s :10.36% 89.12% 0.52% 0.00% 1.27% 95.28% 2.39% 1.07% 14.27% 9.85% 75.88% 0.00% 20.87% 27.83% 51.30% 0.00%
PEAK HR :4:15 PM 290 0 0 TOTAL
PEAK HR VOL :8972330108502173927185058701974
PEAK HR FACTOR :0.824 0.937 0.375 0.000 0.500 0.993 0.656 0.583 0.609 0.614 0.873 0.000 0.625 0.500 0.583 0.000
22-020398-017
12/13/2022
04:15 PM - 05:15 PM
0.9600.930 0.974 0.860 0.833
07:30 AM - 08:30 AM
0.901
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.869 0.886 0.688 0.854
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave 262nd St 262nd St
A-54
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 262nd St
City:Lomita Project ID:
Control:Signalized Date:
NS/EW Streets:
12001200010000.50.50
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 471002330060701010125
6:15 AM 969000521130200130141
6:30 AM 15106000613061702130205
6:45 AM 13139000801021300220243
7:00 AM 161250019030111801210259
7:15 AM 2915200013320921701300348
7:30 AM 4725610317120732303820526
7:45 AM 6324310016273764103840548
8:00 AM 70255203122521481501060503
8:15 AM 491840021212062602220378
8:30 AM 3621901212283611002220414
8:45 AM 3215300113140711302010345
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :383 1972 4 1 14 1278 38 9 84 26 152 0 18 29 27 0 4035
APPROACH %'s :16.23% 83.56% 0.17% 0.04% 1.05% 95.44% 2.84% 0.67% 32.06% 9.92% 58.02% 0.00% 24.32% 39.19% 36.49% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :229 938 4 0 8 576 16 5 34 19 85 0 9 18 14 0 1955
PEAK HR FACTOR :0.818 0.916 0.500 0.000 0.667 0.842 0.571 0.417 0.607 0.594 0.518 0.000 0.750 0.563 0.583 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
12001200010000.50.50
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 29191003188511232901330468
2:15 PM 3519000419632663701340487
2:30 PM 25186003185611263700110463
2:45 PM 25186101198741054001450487
3:00 PM 2519700519335943601430485
3:15 PM 28201001185241053901220480
3:30 PM 2621512720944853500320521
3:45 PM 2719700317932353801000458
4:00 PM 2419910422315894201140522
4:15 PM 191830122121111173401210485
4:30 PM 28210103201651032802330503
4:45 PM 1915800223961434700100480
5:00 PM 24164102207521144402110468
5:15 PM 16192006215531185303230517
5:30 PM 2219020522513484601420513
5:45 PM 2314200722081363103220448
6:00 PM 1418720523793964502010520
6:15 PM 2115500222171233401010448
6:30 PM 1414220320265322901620417
6:45 PM 1413800417054542400320373
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :458 3623 11 3 72 4105 103 57 151 102 748 0 23 45 42 0 9543
APPROACH %'s :11.18% 88.47% 0.27% 0.07% 1.66% 94.65% 2.37% 1.31% 15.08% 10.19% 74.73% 0.00% 20.91% 40.91% 38.18% 0.00%
PEAK HR :05:15 PM 294 0 0 TOTAL
PEAK HR VOL :75711402389723102728175098801998
PEAK HR FACTOR :0.815 0.926 0.500 0.000 0.821 0.946 0.639 0.833 0.614 0.875 0.825 0.000 0.750 0.500 0.667 0.000
Data - Totals
Western Ave Western Ave 262nd St 262nd St
0.895 0.859 0.639 0.683
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-017
12/14/2022
05:15 PM - 06:15 PM
0.9610.923 0.938 0.799 0.781
07:30 AM - 08:30 AM
0.892
A-55
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 263rd St
City:Lomita Project ID:
Control:2-Way Stop(EB/WB)Date:
NS/EW Streets:
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 068002452032101010125
6:15 AM 375101461020000070136
6:30 AM 1109000730021400030193
6:45 AM 4141300870000500120243
7:00 AM 6153001866120201060264
7:15 AM 101570041452050600090338
7:30 AM 112651031792010901170480
7:45 AM 2328200220120001600090535
8:00 AM 2033610315930101400160544
8:15 AM 132590021276060702090431
8:30 AM 142712011333130302030436
8:45 AM 1522040014140301100090407
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :120 2336 12 0 19 1422 31 2 28 3 78 0 7 3 71 0 4132
APPROACH %'s :4.86% 94.65% 0.49% 0.00% 1.29% 96.47% 2.10% 0.14% 25.69% 2.75% 71.56% 0.00% 8.64% 3.70% 87.65% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :67 1142 2 0 10 666 13 0 8 0 46 0 3 2 31 0 1990
PEAK HR FACTOR :0.728 0.850 0.500 0.000 0.833 0.828 0.542 0.000 0.333 0.000 0.719 0.000 0.375 0.500 0.861 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 121941021870100300040404
2:15 PM 92362042030000700020463
2:30 PM 718011520132201001030416
2:45 PM 620510423050301300050472
3:00 PM 92151002035140801050452
3:15 PM 1324710319590001300070488
3:30 PM 111993072035021800160446
3:45 PM 1519510419740101400030434
4:00 PM 717510820731201400050423
4:15 PM 921510525760401600160520
4:30 PM 131871022454021701150469
4:45 PM 918410424060311600060470
5:00 PM 61981072604000901070493
5:15 PM 1116630227310201000030471
5:30 PM 4191311225760301600030496
5:45 PM 415720825720501400030452
6:00 PM 716730622011301200020422
6:15 PM 31513082195031600020401
6:30 PM 21462081850040401040356
6:45 PM 912410819210001000030348
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :166 3732 33 2 107 4431 70 6 43 4 210 0 5 3 84 0 8896
APPROACH %'s :4.22% 94.89% 0.84% 0.05% 2.32% 96.03% 1.52% 0.13% 16.73% 1.56% 81.71% 0.00% 5.43% 3.26% 91.30% 0.00%
PEAK HR :4:15 PM 290 0 0 TOTAL
PEAK HR VOL :37 784 4 0 18 1002 20 0 9 2 48 0 2 2 24 0 1952
PEAK HR FACTOR :0.712 0.912 1.000 0.000 0.643 0.963 0.833 0.000 0.563 0.500 0.750 0.000 0.500 0.500 0.857 0.000
22-020398-016
12/13/2022
04:15 PM - 05:15 PM
0.9380.917 0.959 0.738 0.875
07:30 AM - 08:30 AM
0.915
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.848 0.840 0.844 0.818
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave 263rd St 263rd St
A-56
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 263rd St
City:Lomita Project ID:
Control:2-Way Stop(EB/WB)Date:
NS/EW Streets:
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 068002452032101010125
6:15 AM 376101461020000070137
6:30 AM 1109000730021400030193
6:45 AM 4141300870000500120243
7:00 AM 6141001866120201060252
7:15 AM 71730021474231600070352
7:30 AM 1929700319020201400130531
7:45 AM 23297105197200011000140550
8:00 AM 19307001130301011000130485
8:15 AM 1022720112740001001030385
8:30 AM 142521041242131400060412
8:45 AM 101723041414010401060346
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :116 2260 11 0 24 1393 30 4 19 5 72 0 4 2 71 0 4011
APPROACH %'s :4.86% 94.68% 0.46% 0.00% 1.65% 96.00% 2.07% 0.28% 19.79% 5.21% 75.00% 0.00% 5.19% 2.60% 92.21% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :71 1128 3 0 10 644 11 0 3 0 46 0 1 1 33 0 1951
PEAK HR FACTOR :0.772 0.919 0.375 0.000 0.500 0.817 0.688 0.000 0.375 0.000 0.821 0.000 0.250 0.250 0.589 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 82152022043010800040447
2:15 PM 822440623520001300040496
2:30 PM 1320820520240101500150456
2:45 PM 6193302244502013010110480
3:00 PM 1021530522320201900070486
3:15 PM 1722130920450301400020478
3:30 PM 1323530823960711401070534
3:45 PM 821220820160101000040452
4:00 PM 721220112515140802080511
4:15 PM 619820424221305011110476
4:30 PM 1321630621960017010110483
4:45 PM 717910826680301401050492
5:00 PM 61741022505010701080455
5:15 PM 1119400725561101500060496
5:30 PM 920930926140301801070524
5:45 PM 615520425000411000040436
6:00 PM 82004052733020800040507
6:15 PM 21681082501000701150444
6:30 PM 101521172164020800060407
6:45 PM 41472091881100200030357
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :172 3927 44 1 125 4673 78 4 40 3 215 0 10 3 122 0 9417
APPROACH %'s :4.15% 94.76% 1.06% 0.02% 2.56% 95.76% 1.60% 0.08% 15.50% 1.16% 83.33% 0.00% 7.41% 2.22% 90.37% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :46 864 12 0 24 910 18 0 14 1 60 0 2 0 27 0 1978
PEAK HR FACTOR :0.676 0.919 1.000 0.000 0.667 0.932 0.750 0.000 0.500 0.250 0.789 0.000 0.500 0.000 0.614 0.000
Data - Totals
Western Ave Western Ave 263rd St 263rd St
0.922 0.815 0.766 0.625
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-016
12/14/2022
02:45 PM - 03:45 PM
0.9260.918 0.941 0.852 0.604
07:30 AM - 08:30 AM
0.887
A-57
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Palos Verdes Dr N
City:Harbor City Project ID:
Control:Signalized Date:
NS/EW Streets:
2210121013102300
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 00000000000000000
6:15 AM 23 58 16 0 2 23 9 0 3 107 8 0 19 57 0 1 326
6:30 AM 33 84 25 0 4 43 27 0 11 114 20 0 28 92 7 1 489
6:45 AM 51 126 27 0 3 57 32 0 7 105 18 0 36 105 4 2 573
7:00 AM 104 127 27 0 3 61 15 0 14 153 27 0 54 143 5 0 733
7:15 AM 118 158 64 0 10 89 28 0 14 216 62 0 75 144 6 0 984
7:30 AM 111 228 74 0 11 159 29 0 17 163 71 0 106 179 7 0 1155
7:45 AM 156 247 119 0 23 139 33 0 24 211 76 0 97 136 16 0 1277
8:00 AM 77 299 74 0 22 130 33 0 31 167 90 0 57 100 16 2 1098
8:15 AM 74 213 60 0 6 87 28 0 35 177 99 3 37 107 11 1 938
8:30 AM 90 260 51 0 4 105 25 0 20 154 90 0 36 125 5 3 968
8:45 AM 96 184 38 0 6 99 35 0 30 166 70 0 61 157 7 5 954
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :933 1984 575 0 94 992 294 0 206 1733 631 3 606 1345 84 15 9495
APPROACH %'s :26.72% 56.82% 16.47% 0.00% 6.81% 71.88% 21.30% 0.00% 8.01% 67.35% 24.52% 0.12% 29.56% 65.61% 4.10% 0.73%
PEAK HR :7:15 AM 38 0 0 TOTAL
PEAK HR VOL :462 932 331 0 66 517 123 0 86 757 299 0 335 559 45 2 4514
PEAK HR FACTOR :0.740 0.779 0.695 0.000 0.717 0.813 0.932 0.000 0.694 0.876 0.831 0.000 0.790 0.781 0.703 0.250
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
2210121013102300
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 96 165 68 0 10 127 41 0 38 174 96 0 60 119 4 5 1003
2:15 PM 121 219 68 0 9 160 29 0 40 136 85 1 61 98 6 2 1035
2:30 PM 89 136 47 0 5 166 32 2 28 140 106 0 65 125 5 1 947
2:45 PM 93 161 61 0 7 196 27 0 36 153 117 0 73 148 10 4 1086
3:00 PM 90 195 116 0 9 178 23 0 27 135 124 0 81 142 17 3 1140
3:15 PM 97 201 109 0 7 147 29 1 23 129 143 0 66 161 13 2 1128
3:30 PM 101 185 77 0 8 182 26 0 22 152 128 2 50 111 7 4 1055
3:45 PM 84 162 54 0 8 149 26 0 29 163 146 0 70 131 9 2 1033
4:00 PM 70 152 62 0 10 204 29 0 21 144 116 0 72 148 8 3 1039
4:15 PM 85 172 58 0 8 190 39 1 28 202 132 1 62 142 12 1 1133
4:30 PM 85 157 62 0 12 196 33 0 25 195 124 0 63 141 5 6 1104
4:45 PM 80 164 52 0 11 213 23 0 23 137 129 1 54 140 10 2 1039
5:00 PM 92 169 44 0 14 209 23 0 31 198 122 0 57 189 6 3 1157
5:15 PM 72 148 53 0 5 252 36 0 26 141 136 0 48 129 8 1 1055
5:30 PM 90 153 37 0 11 212 33 0 34 170 126 0 55 175 5 1 1102
5:45 PM 69 127 35 0 9 228 27 0 19 132 118 1 55 160 3 3 986
6:00 PM 72 144 30 0 1 186 39 0 14 134 107 0 45 127 5 2 906
6:15 PM 53 128 30 0 6 166 33 0 28 125 104 0 60 126 4 3 866
6:30 PM 65 114 32 0 6 138 21 0 28 89 73 0 46 151 7 1 771
6:45 PM 67 100 33 0 5 156 24 0 20 97 81 0 47 138 7 1 776
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1671 3152 1128 0 161 3655 593 4 540 2946 2313 6 1190 2801 151 50 20361
APPROACH %'s :28.08% 52.97% 18.95% 0.00% 3.65% 82.82% 13.44% 0.09% 9.30% 50.75% 39.84% 0.10% 28.39% 66.82% 3.60% 1.19%
PEAK HR :4:15 PM 290 0 0 TOTAL
PEAK HR VOL :342 662 216 0 45 808 118 1 107 732 507 2 236 612 33 12 4433
PEAK HR FACTOR :0.929 0.962 0.871 0.000 0.804 0.948 0.756 0.250 0.863 0.906 0.960 0.500 0.937 0.810 0.688 0.500
22-020398-015
12/13/2022
04:15 PM - 05:15 PM
0.9580.968 0.984 0.928 0.875
07:15 AM - 08:15 AM
0.884
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.826 0.887 0.918 0.806
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Palos Verdes Dr N Palos Verdes Dr N
A-58
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Palos Verdes Dr N
City:Harbor City Project ID:
Control:Signalized Date:
NS/EW Streets:
2210121013102300
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 00000000000000000
6:15 AM 19 60 15 0 4 25 13 0 9 70 12 0 18 39 1 1 286
6:30 AM 37 105 34 0 1 38 23 0 11 136 11 0 37 87 2 0 522
6:45 AM 27 125 25 0 5 46 30 0 15 115 14 0 36 116 2 1 557
7:00 AM 61 101 24 0 6 54 25 1 9 145 32 0 50 144 6 3 661
7:15 AM 94 171 56 0 3 86 32 1 18 150 36 0 89 132 3 0 871
7:30 AM 106 257 76 0 16 180 32 0 23 170 56 0 105 185 7 2 1215
7:45 AM 140 254 102 0 22 130 37 1 22 203 49 0 82 152 18 1 1213
8:00 AM 112 268 89 0 16 113 27 0 25 176 71 1 45 106 12 3 1064
8:15 AM 58 199 56 0 4 85 29 0 30 190 96 0 49 115 10 3 924
8:30 AM 91 223 55 0 2 109 28 0 26 161 73 0 43 114 10 5 940
8:45 AM 83 149 32 0 8 98 37 1 25 161 50 0 52 205 4 10 915
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :828 1912 564 0 87 964 313 4 213 1677 500 1 606 1395 75 29 9168
APPROACH %'s :25.06% 57.87% 17.07% 0.00% 6.36% 70.47% 22.88% 0.29% 8.91% 70.14% 20.91% 0.04% 28.79% 66.27% 3.56% 1.38%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :416 978 323 0 58 508 125 1 100 739 272 1 281 558 47 9 4416
PEAK HR FACTOR :0.743 0.912 0.792 0.000 0.659 0.706 0.845 0.250 0.833 0.910 0.708 0.250 0.669 0.754 0.653 0.750
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
2210121013102300
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 63 185 55 0 13 205 31 0 31 158 107 0 85 147 11 0 1091
2:15 PM 100 193 52 0 8 162 33 0 38 189 110 0 56 132 6 1 1080
2:30 PM 88 161 67 0 5 172 28 1 25 136 109 0 74 114 9 1 990
2:45 PM 104 160 57 0 12 205 34 0 22 143 140 0 75 136 7 4 1099
3:00 PM 82 185 127 0 10 206 34 0 23 122 116 0 63 92 10 2 1072
3:15 PM 95 198 107 0 12 165 28 0 32 177 134 1 59 132 5 1 1146
3:30 PM 101 218 77 0 5 218 25 0 24 145 128 0 42 120 9 0 1112
3:45 PM 100 164 58 0 8 159 34 1 38 152 132 1 80 142 8 2 1079
4:00 PM 68 183 56 0 12 207 31 0 33 155 109 0 88 150 11 0 1103
4:15 PM 99 167 46 0 6 203 34 0 37 182 142 0 67 155 3 2 1143
4:30 PM 87 163 53 0 12 168 35 0 35 178 131 0 59 176 11 3 1111
4:45 PM 83 168 57 0 7 255 39 1 16 132 113 0 47 135 9 5 1067
5:00 PM 109 148 53 0 7 206 25 0 25 161 130 2 71 170 5 2 1114
5:15 PM 74 164 46 0 8 242 22 0 32 166 140 0 69 139 17 2 1121
5:30 PM 90 157 42 0 10 207 20 0 28 176 112 1 41 118 5 1 1008
5:45 PM 70 143 34 0 9 233 30 0 14 128 121 0 56 126 13 3 980
6:00 PM 92 170 39 0 11 216 29 0 34 113 132 0 57 134 1 0 1028
6:15 PM 56 121 48 0 6 205 43 0 31 130 106 0 58 175 2 2 983
6:30 PM 67 114 27 0 7 195 19 0 21 90 92 0 40 116 8 3 799
6:45 PM 56 126 39 0 4 137 22 0 23 97 77 0 42 120 7 4 754
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1684 3288 1140 0 172 3966 596 3 562 2930 2381 5 1229 2729 157 38 20880
APPROACH %'s :27.55% 53.80% 18.65% 0.00% 3.63% 83.72% 12.58% 0.06% 9.56% 49.85% 40.51% 0.09% 29.59% 65.71% 3.78% 0.92%
PEAK HR :03:15 PM 286 0 0 TOTAL
PEAK HR VOL :364 763 298 0 37 749 118 1 127 629 503 2 269 544 33 3 4440
PEAK HR FACTOR :0.901 0.875 0.696 0.000 0.771 0.859 0.868 0.250 0.836 0.888 0.938 0.500 0.764 0.907 0.750 0.375
22-020398-015
12/14/2022
03:15 PM - 04:15 PM
0.9690.891 0.905 0.916 0.852
07:30 AM - 08:30 AM
0.909
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.865 0.759 0.880 0.748
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Palos Verdes Dr N Palos Verdes Dr N
A-59
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Peninsula Verde Dr
City:Lomita Project ID:
Control:Signalized Date:
NS/EW Streets:
1200020010100000
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0102000380100000000141
6:15 AM 0125000670020200000196
6:30 AM 0178000840020100000265
6:45 AM 2207010860020100000299
7:00 AM 02870001480070100000443
7:15 AM 03700002230050000000598
7:30 AM 24790003231090200000816
7:45 AM 052800028340110200000828
8:00 AM 24300002653130000000704
8:15 AM 23670002421010000000613
8:30 AM 03440002391000200000586
8:45 AM 03330002110050000000549
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :8 3750 0 1 0 2209 10 2 47 0 11 000006038
APPROACH %'s :0.21% 99.76% 0.00% 0.03% 0.00% 99.46% 0.45% 0.09% 81.03% 0.00% 18.97% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :6 1804 0 0 0 1113 9 1 24 04000002961
PEAK HR FACTOR :0.750 0.854 0.000 0.000 0.000 0.861 0.563 0.250 0.545 0.000 0.500 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200020010100000
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 02750002953020100000576
2:15 PM 02900003123030100000609
2:30 PM 33320003484020100000690
2:45 PM 23140003750040000000695
3:00 PM 23550103842010300000748
3:15 PM 04290003475030000000784
3:30 PM 53290003521020100000690
3:45 PM 33000003551010000000660
4:00 PM 22950003202020200000623
4:15 PM 03390003831010000000724
4:30 PM 12930003593020000000658
4:45 PM 12840003774030200000671
5:00 PM 42910004019020000000707
5:15 PM 23120004022040200000724
5:30 PM 12630004217030100000696
5:45 PM 12410003882010100000634
6:00 PM 22130103998140100000629
6:15 PM 22490003544030300000615
6:30 PM 52400003234030000000575
6:45 PM 02040002923000100000500
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :36 5848 0 2 0 7187 68 1 46 0 20 0000013208
APPROACH %'s :0.61% 99.35% 0.00% 0.03% 0.00% 99.05% 0.94% 0.01% 69.70% 0.00% 30.30% 0.00%
PEAK HR :2:45 PM 284 0 0 TOTAL
PEAK HR VOL :9 1427 0 1 0 1458 8 0 10 04000002917
PEAK HR FACTOR :0.450 0.832 0.000 0.250 0.000 0.949 0.400 0.000 0.625 0.000 0.333 0.000 0.000 0.000 0.000 0.000
Data - Totals
Western Ave Western Ave Peninsula Verde Dr Peninsula Verde Dr
0.857 0.867 0.538
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-020088-001
4/25/2023
02:45 PM - 03:45 PM
0.9300.837 0.949 0.875
07:30 AM - 08:30 AM
0.894
A-60
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Peninsula Verde Dr
City:Lomita Project ID:
Control:Signalized Date:
NS/EW Streets:
1200020010100000
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0100000490010100000151
6:15 AM 0119000480050100000173
6:30 AM 1150000840030000000238
6:45 AM 22120001000000200000316
7:00 AM 02200101471060100000376
7:15 AM 03280002241020000000555
7:30 AM 247601031020120200000805
7:45 AM 053500032141100200000873
8:00 AM 14430002302060000000682
8:15 AM 33600002197050400000598
8:30 AM 14070001992040100000614
8:45 AM 13160002371030200000560
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :11 3666 0 2 0 2168 20 1 57 0 16 000005941
APPROACH %'s :0.30% 99.65% 0.00% 0.05% 0.00% 99.04% 0.91% 0.05% 78.08% 0.00% 21.92% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :6 1814 0 1 0 1080 15 1 33 08000002958
PEAK HR FACTOR :0.500 0.848 0.000 0.250 0.000 0.841 0.536 0.250 0.688 0.000 0.500 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200020010100000
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 02510003314040100000591
2:15 PM 22780103103030100000598
2:30 PM 12610002843040000000553
2:45 PM 03010003042020100000610
3:00 PM 12840003102000100000598
3:15 PM 33030003161010200000626
3:30 PM 22600003292020100000596
3:45 PM 12750003303020100000612
4:00 PM 12370003125020200000559
4:15 PM 32690003894020100000668
4:30 PM 52450003146030000000573
4:45 PM 02750003544030000000636
5:00 PM 12630003673030100000638
5:15 PM 12670004087030100000687
5:30 PM 12760103522010000000633
5:45 PM 02220003713030200000601
6:00 PM 123501038911030100000641
6:15 PM 02270203445030100000582
6:30 PM 32540103083030200000574
6:45 PM 32170002931000300000517
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :29 5200 0 6 0 6715 74 0 47 0 22 0000012093
APPROACH %'s :0.55% 99.33% 0.00% 0.11% 0.00% 98.91% 1.09% 0.00% 68.12% 0.00% 31.88% 0.00%
PEAK HR :4:45 PM 292 0 0 TOTAL
PEAK HR VOL :3 1081 0 1 0 1481 16 0 10 02000002594
PEAK HR FACTOR :0.750 0.979 0.000 0.250 0.000 0.907 0.571 0.000 0.833 0.000 0.500 0.000 0.000 0.000 0.000 0.000
Data - Totals
Western Ave Western Ave Peninsula Verde Dr Peninsula Verde Dr
0.851 0.840 0.732
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-020088-001
4/26/2023
04:45 PM - 05:45 PM
0.9440.976 0.902 0.750
07:30 AM - 08:30 AM
0.847
A-61
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & Horizon Way 3-07-2023
6-9AM
Site Code:
Start Date: 03/07/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
6:00 AM 0 45 7 0 0 52 4 0 2 0 0 6 1 104 0 0 0 105 0 0 0 0 0 0 163
6:15 AM 1 66 14 0 0 81 9 0 2 0 1 11 4 120 1 0 0 125 0 0 0 0 2 0 217
6:30 AM 1 62 25 0 0 88 6 0 0 0 0 6 4 194 1 0 0 199 0 0 0 0 0 0 293
6:45 AM 2 79 13 0 1 94 5 0 1 0 0 6 1 216 3 0 1 220 1 0 0 0 2 1 321
Hourly Total 4 252 59 0 1 315 24 0 5 0 1 29 10 634 5 0 1 649 1 0 0 0 4 1 994
7:00 AM 1 117 11 0 0 129 13 0 3 0 0 16 9 278 4 0 0 291 0 0 1 0 0 1 437
7:15 AM 2 222 9 0 0 233 15 0 3 0 0 18 3 316 4 0 1 323 1 0 2 0 1 3 577
7:30 AM 5 303 6 0 0 314 12 0 3 0 1 15 4 480 2 1 0 487 0 0 0 0 0 0 816
7:45 AM 14 317 6 1 0 338 14 0 4 0 0 18 6 565 4 0 0 575 0 0 0 0 0 0 931
Hourly Total 22 959 32 1 0 1014 54 0 13 0 1 67 22 1639 14 1 1 1676 1 0 3 0 1 4 2761
8:00 AM 3 210 6 0 0 219 16 0 2 0 0 18 2 471 9 0 0 482 1 0 0 0 2 1 720
8:15 AM 9 252 10 1 0 272 11 1 3 0 0 15 3 345 13 0 0 361 1 0 1 0 0 2 650
8:30 AM 2 233 5 0 1 240 5 0 2 0 0 7 8 323 10 0 0 341 1 0 2 0 2 3 591
8:45 AM 4 244 5 0 0 253 7 0 3 0 1 10 2 313 2 0 0 317 3 0 1 0 0 4 584
Hourly Total 18 939 26 1 1 984 39 1 10 0 1 50 15 1452 34 0 0 1501 6 0 4 0 4 10 2545
9:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Grand Total 44 2151 117 2 2 2314 117 1 28 0 3 146 47 3725 53 1 2 3826 8 0 7 0 9 15 6301
Approach % 1.9 93.0 5.1 0.1 -- 80.1 0.7 19.2 0.0 -- 1.2 97.4 1.4 0.0 -- 53.3 0.0 46.7 0.0 -- -
Total % 0.7 34.1 1.9 0.0 -36.7 1.9 0.0 0.4 0.0 -2.3 0.7 59.1 0.8 0.0 -60.7 0.1 0.0 0.1 0.0 -0.2 -
Lights 44 2092 109 2 -2247 115 0 25 0 -140 42 3681 53 1 -3777 7 0 7 0 -14 6178
% Lights 100.0 97.3 93.2 100.0 -97.1 98.3 0.0 89.3 --95.9 89.4 98.8 100.0 100.0 -98.7 87.5 - 100.0 --93.3 98.0
Buses 0 21 0 0 -21 0 0 0 0 -0 0 24 0 0 -24 0 0 0 0 -0 45
% Buses 0.0 1.0 0.0 0.0 -0.9 0.0 0.0 0.0 --0.0 0.0 0.6 0.0 0.0 -0.6 0.0 - 0.0 --0.0 0.7
Single-Unit Trucks 0 26 6 0 -32 1 1 3 0 -5 5 11 0 0 -16 1 0 0 0 -1 54
% Single-Unit
Trucks 0.0 1.2 5.1 0.0 -1.4 0.9 100.0 10.7 --3.4 10.6 0.3 0.0 0.0 -0.4 12.5 - 0.0 --6.7 0.9
Articulated Trucks 0 11 2 0 -13 1 0 0 0 -1 0 6 0 0 -6 0 0 0 0 -0 20
% Articulated
Trucks 0.0 0.5 1.7 0.0 -0.6 0.9 0.0 0.0 --0.7 0.0 0.2 0.0 0.0 -0.2 0.0 - 0.0 --0.0 0.3
Bicycles on Road 0 1 0 0 -1 0 0 0 0 -0 0 3 0 0 -3 0 0 0 0 -0 4
% Bicycles on
Road 0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --0.0 0.0 0.1 0.0 0.0 -0.1 0.0 - 0.0 --0.0 0.1
Bicycles on
Crosswalk - - - -0 - - - - -0 - - - - -0 - - - - -1 - -
% Bicycles on
Crosswalk - - - -0.0 - - - - -0.0 - - - - -0.0 - - - - -11.1 - -
Pedestrians - - - -2 - - - - -3 - - - - -2 - - - - -8 - -
% Pedestrians - - - -100.0 - - - - -100.0 - - - - -100.0 - - - - -88.9 - -
A-62
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & Horizon Way 3-08-2023
6-9AM
Site Code:
Start Date: 03/08/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
6:00 AM 1 37 11 0 0 49 4 0 1 0 1 5 1 105 0 0 0 106 0 0 0 0 1 0 160
6:15 AM 1 47 17 0 0 65 7 0 0 0 2 7 0 136 1 0 0 137 0 0 0 0 1 0 209
6:30 AM 1 61 22 0 0 84 5 0 0 0 1 5 5 177 1 0 0 183 0 0 0 0 0 0 272
6:45 AM 3 87 12 0 1 102 4 0 0 0 1 4 6 230 4 0 0 240 0 0 0 0 1 0 346
Hourly Total 6 232 62 0 1 300 20 0 1 0 5 21 12 648 6 0 0 666 0 0 0 0 3 0 987
7:00 AM 6 114 12 0 0 132 14 0 1 0 0 15 3 229 4 0 0 236 0 0 0 0 0 0 383
7:15 AM 2 195 14 0 0 211 12 0 1 0 0 13 4 290 5 0 0 299 0 1 1 0 0 2 525
7:30 AM 8 332 6 0 1 346 12 0 0 0 0 12 6 466 1 0 0 473 0 0 0 0 0 0 831
7:45 AM 11 317 8 0 0 336 11 0 5 0 0 16 4 529 7 2 0 542 0 0 0 0 0 0 894
Hourly Total 27 958 40 0 1 1025 49 0 7 0 0 56 17 1514 17 2 0 1550 0 1 1 0 0 2 2633
8:00 AM 13 216 6 1 0 236 20 0 4 0 0 24 6 391 9 1 0 407 0 0 1 0 1 1 668
8:15 AM 6 242 8 0 0 256 12 0 4 0 0 16 4 358 10 1 0 373 0 0 1 0 0 1 646
8:30 AM 5 183 7 0 0 195 8 0 4 0 0 12 4 324 6 0 0 334 0 0 5 0 1 5 546
8:45 AM 11 211 15 1 0 238 11 0 4 0 0 15 5 296 6 1 0 308 0 0 2 0 0 2 563
Hourly Total 35 852 36 2 0 925 51 0 16 0 0 67 19 1369 31 3 0 1422 0 0 9 0 2 9 2423
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 68 2042 138 2 2 2250 120 0 24 0 5 144 48 3531 54 5 0 3638 0 1 10 0 5 11 6043
Approach % 3.0 90.8 6.1 0.1 -- 83.3 0.0 16.7 0.0 -- 1.3 97.1 1.5 0.1 -- 0.0 9.1 90.9 0.0 -- -
Total % 1.1 33.8 2.3 0.0 -37.2 2.0 0.0 0.4 0.0 -2.4 0.8 58.4 0.9 0.1 -60.2 0.0 0.0 0.2 0.0 -0.2 -
Lights 66 1986 121 2 -2175 115 0 22 0 -137 42 3491 54 5 -3592 0 1 10 0 -11 5915
% Lights 97.1 97.3 87.7 100.0 -96.7 95.8 - 91.7 --95.1 87.5 98.9 100.0 100.0 -98.7 - 100.0 100.0 --100.0 97.9
Buses 1 24 0 0 -25 0 0 0 0 -0 0 15 0 0 -15 0 0 0 0 -0 40
% Buses 1.5 1.2 0.0 0.0 -1.1 0.0 - 0.0 --0.0 0.0 0.4 0.0 0.0 -0.4 - 0.0 0.0 --0.0 0.7
Single-Unit Trucks 1 24 17 0 -42 5 0 2 0 -7 6 21 0 0 -27 0 0 0 0 -0 76
% Single-Unit
Trucks 1.5 1.2 12.3 0.0 -1.9 4.2 - 8.3 --4.9 12.5 0.6 0.0 0.0 -0.7 - 0.0 0.0 --0.0 1.3
Articulated Trucks 0 8 0 0 -8 0 0 0 0 -0 0 3 0 0 -3 0 0 0 0 -0 11
% Articulated
Trucks 0.0 0.4 0.0 0.0 -0.4 0.0 - 0.0 --0.0 0.0 0.1 0.0 0.0 -0.1 - 0.0 0.0 --0.0 0.2
Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 1 0 0 -1 0 0 0 0 -0 1
% Bicycles on
Road 0.0 0.0 0.0 0.0 -0.0 0.0 - 0.0 --0.0 0.0 0.0 0.0 0.0 -0.0 - 0.0 0.0 --0.0 0.0
Bicycles on
Crosswalk - - - -0 - - - - -0 - - - - -0 - - - - -1 - -
% Bicycles on
Crosswalk - - - -0.0 - - - - -0.0 - - - - --- - - - -20.0 - -
Pedestrians - - - -2 - - - - -5 - - - - -0 - - - - -4 - -
% Pedestrians - - - -100.0 - - - - -100.0 - - - - --- - - - -80.0 - -
A-63
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A-65
Caltrans District 7 - Traffic Safety
100 S. Main Street
Los Angeles, California, United States 90012
213.897.0273 lena.levinson@dot.ca.gov
Count Name: LA-213 & Horizon Way 3-08-2023
2-7PM
Site Code:
Start Date: 03/08/2023
Page No: 1
Turning Movement Data
Start Time
Southbound Approach Westbound Approach Northbound Approach Eastbound Approach
Southbound Westbound Northbound Eastbound
Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Right Thru Left U-Turn Peds
App.
Total Int. Total
2:00 PM 15 280 3 0 0 298 17 0 3 0 0 20 5 266 12 1 0 284 3 0 7 0 0 10 612
2:15 PM 8 304 3 0 0 315 22 0 6 0 1 28 2 278 7 0 0 287 1 0 17 0 0 18 648
2:30 PM 8 314 2 0 0 324 9 0 9 0 1 18 5 278 4 1 0 288 2 0 11 0 0 13 643
2:45 PM 3 329 4 0 0 336 24 0 4 0 1 28 4 295 9 1 0 309 1 0 12 0 1 13 686
Hourly Total 34 1227 12 0 0 1273 72 0 22 0 3 94 16 1117 32 3 0 1168 7 0 47 0 1 54 2589
3:00 PM 9 373 7 0 0 389 11 0 2 0 1 13 1 338 6 0 0 345 3 0 9 0 1 12 759
3:15 PM 11 344 9 1 0 365 11 0 0 0 0 11 3 360 10 0 0 373 2 0 15 0 3 17 766
3:30 PM 12 349 6 0 0 367 14 0 1 0 0 15 1 346 2 0 0 349 0 0 10 0 0 10 741
3:45 PM 10 334 6 0 0 350 8 0 4 0 0 12 3 255 3 0 0 261 2 0 9 0 0 11 634
Hourly Total 42 1400 28 1 0 1471 44 0 7 0 1 51 8 1299 21 0 0 1328 7 0 43 0 4 50 2900
4:00 PM 12 352 10 0 0 374 7 0 4 0 0 11 3 289 5 0 0 297 0 0 12 0 1 12 694
4:15 PM 17 407 3 1 0 428 12 0 1 0 1 13 4 288 9 0 0 301 0 0 10 0 0 10 752
4:30 PM 13 320 4 0 1 337 9 0 3 0 0 12 3 300 6 0 0 309 3 0 10 0 1 13 671
4:45 PM 13 361 5 0 0 379 4 0 1 0 0 5 4 288 2 0 0 294 4 0 8 0 0 12 690
Hourly Total 55 1440 22 1 1 1518 32 0 9 0 1 41 14 1165 22 0 0 1201 7 0 40 0 2 47 2807
5:00 PM 11 398 7 0 0 416 4 0 3 0 0 7 2 312 3 0 1 317 4 0 25 0 1 29 769
5:15 PM 23 443 7 0 0 473 6 0 0 0 0 6 0 275 2 0 0 277 1 0 15 0 0 16 772
5:30 PM 4 392 9 0 0 405 3 0 2 0 0 5 1 259 3 0 0 263 2 0 7 0 1 9 682
5:45 PM 10 357 10 2 0 379 7 0 4 0 0 11 3 223 1 0 0 227 1 0 2 0 0 3 620
Hourly Total 48 1590 33 2 0 1673 20 0 9 0 0 29 6 1069 9 0 1 1084 8 0 49 0 2 57 2843
6:00 PM 13 338 20 1 0 372 9 0 3 0 1 12 4 264 2 1 0 271 1 0 2 0 0 3 658
6:15 PM 5 343 10 2 0 360 5 0 1 0 0 6 1 218 4 0 0 223 1 0 6 0 0 7 596
6:30 PM 7 321 10 0 0 338 3 0 3 0 0 6 3 212 0 1 0 216 4 0 8 0 0 12 572
6:45 PM 5 269 7 2 0 283 3 0 1 0 1 4 0 200 1 0 0 201 1 0 1 0 0 2 490
Hourly Total 30 1271 47 5 0 1353 20 0 8 0 2 28 8 894 7 2 0 911 7 0 17 0 0 24 2316
Grand Total 209 6928 142 9 1 7288 188 0 55 0 7 243 52 5544 91 5 1 5692 36 0 196 0 9 232 13455
Approach % 2.9 95.1 1.9 0.1 -- 77.4 0.0 22.6 0.0 -- 0.9 97.4 1.6 0.1 -- 15.5 0.0 84.5 0.0 -- -
Total % 1.6 51.5 1.1 0.1 -54.2 1.4 0.0 0.4 0.0 -1.8 0.4 41.2 0.7 0.0 -42.3 0.3 0.0 1.5 0.0 -1.7 -
Lights 208 6883 141 9 -7241 179 0 54 0 -233 50 5482 90 5 -5627 34 0 195 0 -229 13330
% Lights 99.5 99.4 99.3 100.0 -99.4 95.2 - 98.2 --95.9 96.2 98.9 98.9 100.0 -98.9 94.4 - 99.5 --98.7 99.1
Buses 0 16 0 0 -16 0 0 0 0 -0 0 22 0 0 -22 0 0 0 0 -0 38
% Buses 0.0 0.2 0.0 0.0 -0.2 0.0 - 0.0 --0.0 0.0 0.4 0.0 0.0 -0.4 0.0 - 0.0 --0.0 0.3
Single-Unit Trucks 1 14 1 0 -16 8 0 1 0 -9 2 27 1 0 -30 1 0 1 0 -2 57
% Single-Unit
Trucks 0.5 0.2 0.7 0.0 -0.2 4.3 - 1.8 --3.7 3.8 0.5 1.1 0.0 -0.5 2.8 - 0.5 --0.9 0.4
Articulated Trucks 0 10 0 0 -10 1 0 0 0 -1 0 10 0 0 -10 0 0 0 0 -0 21
% Articulated
Trucks 0.0 0.1 0.0 0.0 -0.1 0.5 - 0.0 --0.4 0.0 0.2 0.0 0.0 -0.2 0.0 - 0.0 --0.0 0.2
Bicycles on Road 0 5 0 0 -5 0 0 0 0 -0 0 3 0 0 -3 1 0 0 0 -1 9
A-66
% Bicycles on
Road 0.0 0.1 0.0 0.0 -0.1 0.0 - 0.0 --0.0 0.0 0.1 0.0 0.0 -0.1 2.8 - 0.0 --0.4 0.1
Bicycles on
Crosswalk - - - -0 - - - - -1 - - - - -0 - - - - -1 - -
% Bicycles on
Crosswalk - - - -0.0 - - - - -14.3 - - - - -0.0 - - - - -11.1 - -
Pedestrians - - - -1 - - - - -6 - - - - -1 - - - - -8 - -
% Pedestrians - - - -100.0 - - - - -85.7 - - - - -100.0 - - - - -88.9 - -
A-67
National Data & Surveying ServicesIntersection Turning Movement Count
Location:Western Ave & Avenue Aprenda/Highpark Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1300001200000100000.50.5100000000
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
6:00 AM 0880000043000060000010000000203143
6:15 AM 11240020058300030100000000100303199
6:30 AM 11660011056200050200000000000706247
6:45 AM 52061040069600040300000100000706312
7:00 AM 22351040010019000200100120100100407398
7:15 AM 8340103001396400059012000000001102610646
7:30 AM 22344222001454500010503000021100010689725
7:45 AM 17392001001754600098041000210000008812801
8:00 AM 539921510179130007602900000000100477729
8:15 AM 4352007002426000120200000300100205636
8:30 AM 2279116002177001140600010000000408547
8:45 AM 329500500194200070500010300011616530
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
TOTAL VOLUMES :70322084402016172130014090132001929005315530825913
APPROACH %'s :2.09% 96.29% 0.24% 0.12% 1.20% 0.06% 0.00% 88.31% 11.63% 0.00% 0.00% 0.05% 75.46% 0.00% 24.35% 0.00% 0.00% 0.18% 45.00% 10.00% 45.00% 0.00% 0.00% 62.50% 37.50% 0.60% 32.74% 17.86% 48.81%
PEAK HR :7:15 AM 38 0 0 TOTAL
PEAK HR VOL :5214755311106381680003380112000421002202029382901
PEAK HR FACTOR :0.591 0.924 0.625 0.375 0.550 0.250 0.000 0.891 0.656 0.000 0.000 0.000 0.805 0.000 0.683 0.000 0.000 0.000 0.500 0.500 0.250 0.000 0.000 0.500 0.500 0.000 0.625 0.906 0.792
Headers NBL NBT NBR NBU NBT2 NBU2 SBL SBT SBR SBU SBT2 SBU2 EBL EBT EBR EBU EBL2 EBR2 WBL WBT WBR WBU NB2L2 NB2T2 NB2U2 SB2T SB2T2 SB2R2 SB2U2
1300001200000100000.50.5100000000
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
2:00 PM 9277031500269100101106000100000001305620
2:15 PM 10311316003072000070200000100010336681
2:30 PM 11276125002911901050601000000000842632
2:45 PM 122681070233139000130500010000100644694
3:00 PM 9229131110286340001080340002000001014116750
3:15 PM 62602112023061420079028000302000006157745
3:30 PM 232823110335616000280600030000000247771
3:45 PM 224121150132614000160200020100000947643
4:00 PM 62610080132710010170500000200000626652
4:15 PM 42631380034013000230700010000000347677
4:30 PM 42570130038615001200401000000000313699
4:45 PM 527900600360110001101000001000001443695
5:00 PM 128813120036213000110200010000000502701
5:15 PM 32372260140512000160200010000000429702
5:30 PM 32501081133412000110300000000000701632
5:45 PM 0222127013471500040200010000100614614
6:00 PM 121810800341900190200000100000313598
6:15 PM 020503201364401070500010000100423603
6:30 PM 421631301282300030200000100001511527
6:45 PM 115111500264400010000000000000411434
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
TOTAL VOLUMES :935037233015821465842872424000124020170900321125549713070
APPROACH %'s :1.74% 94.27% 0.43% 0.56% 2.96% 0.04% 0.20% 95.52% 4.16% 0.03% 0.06% 0.03% 76.05% 0.00% 23.57% 0.00% 0.38% 0.00% 65.38% 0.00% 34.62% 0.00% 0.00% 60.00%40.00% 0.36% 45.13% 19.49% 35.02%
PEAK HR :2:45 PM 284 0 0 TOTAL
PEAK HR VOL :2910856741171279103200228073000902001102824342960
PEAK HR FACTOR :0.604 0.827 0.750 0.583 0.854 0.250 0.583 0.898 0.660 0.250 0.000 0.000 0.528 0.000 0.537 0.000 0.000 0.000 0.750 0.000 0.250 0.000 0.000 0.250 0.250 0.000 0.500 0.400 0.531
22-020398-014
1/24/2023
02:45 PM - 03:45 PM
0.9600.845 0.927 0.530 0.550
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
SOUTHBOUND2
07:15 AM - 08:15 AM
0.9050.936 0.912 0.809 0.438
NORTHBOUND2AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Avenue Aprenda/Highpark Dr Avenue Aprenda/Highpark Dr
A-68
National Data & Surveying ServicesIntersection Turning Movement Count
Location:Western Ave & Avenue Aprenda/Highpark Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1300001200000100000.50.5100000000
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
6:00 AM 0860020038000030000000000010005135
6:15 AM 01280010037210020100000000000002174
6:30 AM 01550100052400050000000000010307228
6:45 AM 41960020072800060400120001000501302
7:00 AM 1211007008317000120200000000100503342
7:15 AM 92780201013355000370300000000000468536
7:30 AM 23372202001496300012102900011000000777784
7:45 AM 1541501101161330001220330003000000071510817
8:00 AM 534710500189700059124000200000006117664
8:15 AM 23490120018410010150400000000110217580
8:30 AM 2284112002253000160300110000101308552
8:45 AM 426612500195400180500000200100405503
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
TOTAL VOLUMES :65308758291115182061114061108002912014314640705617
APPROACH %'s :2.03% 96.62% 0.16% 0.25% 0.91% 0.03% 0.06% 87.85% 11.92% 0.06% 0.06% 0.06% 78.53% 0.19% 20.89% 0.00% 0.00% 0.39% 75.00% 8.33% 16.67% 0.00% 12.50% 50.00% 37.50% 0.64% 29.30% 25.48% 44.59%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :451483321001683113010317190000610001102234312845
PEAK HR FACTOR :0.489 0.893 0.375 0.500 0.500 0.000 0.250 0.903 0.448 0.000 0.250 0.000 0.650 0.250 0.682 0.000 0.000 0.000 0.500 0.250 0.000 0.000 0.000 0.250 0.250 0.000 0.786 0.567 0.775
Headers NBL NBT NBR NBU NBT2 NBU2 SBL SBT SBR SBU SBT2 SBU2 EBL EBT EBR EBU EBL2 EBR2 WBL WBT WBR WBU NB2L2 NB2T2 NB2U2 SB2T SB2T2 SB2R2 SB2U2
1300001200000100000.50.5100000000
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
2:00 PM 121820300274900060500020010000515532
2:15 PM 1263116003072111150100010000000642622
2:30 PM 725211110028627010100100000000100745614
2:45 PM 1724533150032631000140800011000200353677
3:00 PM 10221011600260350001080360002000000017137726
3:15 PM 3292226113541120187127000002000006152815
3:30 PM 829503140126281013008000101000011238657
3:45 PM 42472211003541710090200020100000732664
4:00 PM 2252016033381500090600000300000415645
4:15 PM 52432250233513100260400000300000404649
4:30 PM 12670150133712100240200010100010713665
4:45 PM 82231190335517010100500000300000715649
5:00 PM 82672112013542400090400010100000728701
5:15 PM 32730280133521100350401010000000733698
5:30 PM 32492180035512010150901020000001833673
5:45 PM 125944705384900160600030200010625705
6:00 PM 1217211301280820070400000200000516550
6:15 PM 421221703317320050200010300000725576
6:30 PM 220100302279300040000000000000605505
6:45 PM 219031200242202060400010100000201459
NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL
TOTAL VOLUMES :91488629291671246334298126442511380201912310322133648712782
APPROACH %'s :1.75% 93.91% 0.56% 0.56% 3.21% 0.02% 0.36% 94.85% 4.46% 0.18% 0.09% 0.06% 75.09% 0.18% 24.38% 0.00% 0.35% 0.00% 43.18% 2.27% 52.27% 2.27% 0.00% 60.00%40.00% 0.70% 46.50% 22.38% 30.42%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :381053595112120285302239179000413002013836202875
PEAK HR FACTOR :0.559 0.892 0.417 0.750 0.797 0.250 0.500 0.849 0.607 0.375 0.000 0.500 0.553 0.250 0.549 0.000 0.000 0.000 0.500 0.250 0.375 0.000 0.000 0.250 0.000 0.250 0.559 0.600 0.625
22-020398-014
1/25/2023
02:45 PM - 03:45 PM
0.8820.904 0.877 0.554 1.000
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
SOUTHBOUND2
07:30 AM - 08:30 AM
0.8710.893 0.941 0.658 0.583
NORTHBOUND2AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Avenue Aprenda/Highpark Dr Avenue Aprenda/Highpark Dr
A-69
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Westmont Dr/Delasonde Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120010.50.501.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 06580103710472091100154
6:15 AM 19840850003330102210203
6:30 AM 1135110114510951093290260
6:45 AM 21561901461104520138240309
7:00 AM 6 197 13 0 18 68 5 0 10 5 6 0 26 18 37 0 409
7:15 AM 15 251 23 0 24 112 8 0 22 22 11 0 20 30 59 0 597
7:30 AM 17 220 24 0 31 132 11 0 44 49 38 0 42 69 76 0 753
7:45 AM 43 269 45 0 43 184 12 0 40 45 33 0 61 45 85 0 905
8:00 AM 10 310 26 0 20 172 8 0 20 20 18 0 68 13 67 0 752
8:15 AM 9 276 36 0 26 196 10 0 13 11 8 0 34 5 53 0 677
8:30 AM 7 219 32 0 22 195 3 0 9 10 5 0 35 3 50 0 590
8:45 AM 323617017169704720296540551
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :114 2432 258 0 244 1421 67 0 182 189 129 0 356 203 565 0 6160
APPROACH %'s :4.07% 86.73% 9.20% 0.00% 14.09% 82.04% 3.87% 0.00% 36.40% 37.80% 25.80% 0.00% 31.67% 18.06% 50.27% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :79 1075 131 0 120 684 41 0 117 125 97 0 205 132 281 0 3087
PEAK HR FACTOR :0.459 0.867 0.728 0.000 0.698 0.872 0.854 0.000 0.665 0.638 0.638 0.000 0.754 0.478 0.826 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120010.50.501.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 925843030208708630687310678
2:15 PM 13272380402581007550459390741
2:30 PM 23 241 34 1 41 254 13 0 14 7 8 0 72 21 44 0 773
2:45 PM 222323613523422083905719430721
3:00 PM 23 205 37 0 40 211 9 1 17 24 23 0 53 28 46 0 717
3:15 PM 7 217 34 0 38 284 12 0 17 40 24 0 74 17 24 0 788
3:30 PM 13 269 45 0 38 273 11 0 9 9 12 0 65 7 43 0 794
3:45 PM 9 237 41 0 45 259 11 0 6 10 2 0 44 5 23 0 692
4:00 PM 8 198 33 0 50 243 8 0 8 10 10 0 67 11 31 0 677
4:15 PM 11 247 45 0 39 279 5 0 10 15 5 0 36 9 42 0 743
4:30 PM 52264706331060891005910290782
4:45 PM 8 229 36 0 41 303 6 0 9 10 7 0 56 4 36 0 745
5:00 PM 8 235 46 0 51 254 4 0 7 10 6 0 77 16 45 0 759
5:15 PM 11230590633279078505912370827
5:30 PM 8197370522459075508915350704
5:45 PM 7 204 44 0 38 294 10 0 2 5 11 0 63 7 24 0 709
6:00 PM 6185400422487053805313250635
6:15 PM 617727048310604450424260659
6:30 PM 618227032226606550385350573
6:45 PM 313524031212802640304130472
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :206 4376 773 2 857 5232 179 1 161 194 167 0 1147 223 671 0 14189
APPROACH %'s :3.85% 81.69% 14.43% 0.04% 13.67% 83.46% 2.86% 0.02% 30.84% 37.16% 31.99% 0.00% 56.20% 10.93% 32.88% 0.00%
PEAK HR :4:30 PM 291 0 0 TOTAL
PEAK HR VOL :32 920 188 0 218 1194 25 0 31 37 28 0 251 42 147 0 3113
PEAK HR FACTOR :0.727 0.979 0.797 0.000 0.865 0.913 0.694 0.000 0.861 0.925 0.700 0.000 0.815 0.656 0.817 0.000
Data - Totals
Western Ave Western Ave Westmont Dr/Delasonde Dr Westmont Dr/Delasonde Dr
0.900 0.884 0.647 0.809
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-013
1/24/2023
04:30 PM - 05:30 PM
0.9410.950 0.900 0.889 0.797
07:30 AM - 08:30 AM
0.853
A-70
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Westmont Dr/Delasonde Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120010.50.501.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0768092910253041100148
6:15 AM 0934052900341032200164
6:30 AM 112390550008800101190234
6:45 AM 1147120146610640086320297
7:00 AM 10 171 18 0 14 61 2 0 9 12 9 0 13 13 32 0 364
7:15 AM 10 212 18 0 19 109 8 0 17 18 9 0 21 29 47 0 517
7:30 AM 28 242 37 0 38 115 16 0 47 44 31 0 42 66 76 0 782
7:45 AM 39 307 29 0 42 158 9 0 37 43 31 0 54 53 78 0 880
8:00 AM 9 268 39 0 34 178 9 0 17 20 16 0 53 16 69 0 728
8:15 AM 5284310191551208430536360616
8:30 AM 7 242 24 0 23 186 5 0 18 4 6 0 28 3 40 0 586
8:45 AM 5 198 27 0 16 162 4 0 2 10 8 0 42 4 48 0 526
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :115 2363 256 0 238 1298 67 0 174 176 117 0 331 200 507 0 5842
APPROACH %'s :4.21% 86.43% 9.36% 0.00% 14.85% 80.97% 4.18% 0.00% 37.26% 37.69% 25.05% 0.00% 31.89% 19.27% 48.84% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :81 1101 136 0 133 606 46 0 109 111 81 0 202 141 259 0 3006
PEAK HR FACTOR :0.519 0.897 0.872 0.000 0.792 0.851 0.719 0.000 0.580 0.631 0.653 0.000 0.935 0.534 0.830 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120010.50.501.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 821651138242818540638160669
2:15 PM 3197552442354077405510370660
2:30 PM 18 211 27 0 28 214 14 0 11 3 5 0 87 25 62 0 705
2:45 PM 292604514326710047607018360796
3:00 PM 22 199 38 2 34 201 11 0 14 30 25 0 56 21 44 0 697
3:15 PM 10 232 37 0 47 290 11 0 16 35 16 0 77 11 27 0 809
3:30 PM 6 253 30 0 33 253 11 1 7 15 4 0 68 12 35 0 728
3:45 PM 5 229 42 1 42 269 10 0 10 11 4 0 48 8 36 0 715
4:00 PM 12 195 35 0 49 232 11 0 12 5 5 0 76 12 36 0 680
4:15 PM 5241360492621108940557260713
4:30 PM 9 206 41 0 41 257 13 0 8 15 10 0 57 14 33 0 704
4:45 PM 4 213 50 0 45 293 10 0 10 11 10 0 55 13 35 0 749
5:00 PM 9 222 26 0 42 278 3 0 9 11 9 0 54 20 34 0 717
5:15 PM 8 250 32 0 36 274 10 0 6 15 6 0 50 12 36 0 735
5:30 PM 6 192 27 0 42 277 11 0 9 12 11 0 70 14 45 0 716
5:45 PM 722538061316905960566390777
6:00 PM 8199490382322086305410290638
6:15 PM 3189420422556061604510350640
6:30 PM 816834026226506260445300560
6:45 PM 716327022188904560465230505
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :187 4260 762 7 802 5061 179 2 168 214 150 0 1186 241 694 0 13913
APPROACH %'s :3.59% 81.67% 14.61% 0.13% 13.27% 83.74% 2.96% 0.03% 31.58% 40.23% 28.20% 0.00% 55.92% 11.36% 32.72% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :67 944 150 3 157 1011 43 1 41 87 51 0 271 62 142 0 3030
PEAK HR FACTOR :0.578 0.908 0.833 0.375 0.835 0.872 0.977 0.250 0.641 0.621 0.510 0.000 0.880 0.738 0.807 0.000
22-020398-013
1/25/2023
02:45 PM - 03:45 PM
0.9360.869 0.871 0.649 0.958
07:30 AM - 08:30 AM
0.854
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.879 0.888 0.617 0.814
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Westmont Dr/Delasonde Dr Westmont Dr/Delasonde Dr
A-71
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Toscanini Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 275201332040302030127
6:15 AM 495300373021906030163
6:30 AM 1133200683060406050228
6:45 AM 315500064101121006030255
7:00 AM 132034038430625092100344
7:15 AM 35 261 3 0 2 155 3 0 13 3 31 0 6 1 10 0 523
7:30 AM 67 306 7 0 7 157 4 0 24 6 60 0 21 9 20 0 688
7:45 AM 56 305 15 0 7 267 8 0 19 11 83 0 23 6 14 0 814
8:00 AM 19 296 9 0 4 230 8 0 17 4 47 0 15 2 15 0 666
8:15 AM 15 287 14 0 9 201 9 0 11 1 21 0 8 2 11 0 589
8:30 AM 4295901220070911008130559
8:45 AM 9 259 12 0 8 208 8 0 10 0 7 1 12 0 5 0 539
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :228 2670 80 0 53 1704 59 0 132 31 290 1 122 23 102 0 5495
APPROACH %'s :7.66% 89.66% 2.69% 0.00% 2.92% 93.83% 3.25% 0.00% 29.07% 6.83% 63.88% 0.22% 49.39% 9.31% 41.30% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :157 1194 45 0 27 855 29 0 71 22 211 0 67 19 60 0 2757
PEAK HR FACTOR :0.586 0.975 0.750 0.000 0.750 0.801 0.806 0.000 0.740 0.500 0.636 0.000 0.728 0.528 0.750 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 10217130328150662409130578
2:15 PM 4 310 8 0 8 282 11 0 13 2 25 0 12 2 2 0 679
2:30 PM 9 285 8 0 5 286 9 0 10 2 18 0 12 2 11 0 657
2:45 PM 10 252 7 0 12 320 9 1 11 1 17 0 11 1 14 0 666
3:00 PM 82901619296606020011190673
3:15 PM 23 299 32 0 15 326 17 0 3 0 11 0 11 3 8 0 748
3:30 PM 21 283 15 0 20 325 12 0 2 2 15 0 12 1 7 0 715
3:45 PM 162911409283120721007260659
4:00 PM 11 266 11 0 10 323 9 0 12 3 13 0 15 2 6 0 681
4:15 PM 15268180931750971709090683
4:30 PM 1128811011345170711707340722
4:45 PM 11251901135670724063100677
5:00 PM 15 299 16 0 14 308 11 0 4 0 10 0 6 3 14 0 700
5:15 PM 15 261 10 0 5 363 12 0 6 3 13 0 9 2 10 0 709
5:30 PM 22 233 18 0 12 321 15 0 4 1 14 0 10 0 8 0 658
5:45 PM 8258150123479090808081683
6:00 PM 722017082821801001109250589
6:15 PM 62021001533013071706010598
6:30 PM 12203801126113052605180535
6:45 PM 7158901320612030709261433
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :241 5134 265 1 212 6158 222 1 141 35 267 0 184 31 149 2 13043
APPROACH %'s :4.27% 91.01% 4.70% 0.02% 3.22% 93.40% 3.37% 0.02% 31.83% 7.90% 60.27% 0.00% 50.27% 8.47% 40.71% 0.55%
PEAK HR :4:30 PM 291 0 0 TOTAL
PEAK HR VOL :52 1099 46 0 41 1372 47 0 24 6 44 0 28 11 38 0 2808
PEAK HR FACTOR :0.867 0.919 0.719 0.000 0.732 0.945 0.691 0.000 0.857 0.500 0.647 0.000 0.778 0.917 0.679 0.000
22-020398-012
1/24/2023
04:30 PM - 05:30 PM
0.9720.907 0.961 0.740 0.837
07:30 AM - 08:30 AM
0.847
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.918 0.808 0.673 0.730
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Toscanini Dr Toscanini Dr
A-72
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Toscanini Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 076200360070204010128
6:15 AM 1100202264032703140155
6:30 AM 5120200620060613250212
6:45 AM 61560027520501006060268
7:00 AM 918930180101311004160318
7:15 AM 3324470113330732405390472
7:30 AM 73 325 4 0 2 172 5 0 24 7 51 0 17 7 19 0 706
7:45 AM 61 284 17 0 3 230 4 0 20 11 92 0 20 13 17 0 772
8:00 AM 21 292 7 0 5 221 9 0 18 1 48 0 13 1 10 0 646
8:15 AM 17 285 10 0 5 208 7 0 17 0 20 0 10 4 10 0 593
8:30 AM 92697011204110821508170552
8:45 AM 12250309196904013013170517
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :247 2590 64 0 41 1643 55 0 132 27 298 1 106 34 101 0 5339
APPROACH %'s :8.51% 89.28% 2.21% 0.00% 2.36% 94.48% 3.16% 0.00% 28.82% 5.90% 65.07% 0.22% 43.98% 14.11% 41.91% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :172 1186 38 0 15 831 25 0 79 19 211 0 60 25 56 0 2717
PEAK HR FACTOR :0.589 0.912 0.559 0.000 0.750 0.903 0.694 0.000 0.823 0.432 0.573 0.000 0.750 0.481 0.737 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 926010062931011011407050626
2:15 PM 13265809273110417013050609
2:30 PM 26 265 7 0 6 292 5 0 17 2 15 0 12 4 8 0 659
2:45 PM 342921307312905417045100712
3:00 PM 2929410072845066600164110732
3:15 PM 31 295 27 1 13 348 10 0 9 6 45 0 10 0 10 0 805
3:30 PM 212531401331490501709260663
3:45 PM 1725420115280801031309080638
4:00 PM 17 247 16 0 13 311 12 0 8 4 17 0 13 1 6 0 665
4:15 PM 12295160830680611809340686
4:30 PM 1125790829490301506180621
4:45 PM 1924911010345705418010270687
5:00 PM 2028314014332150231806230712
5:15 PM 22 242 11 0 8 292 11 0 9 1 24 0 11 3 10 0 644
5:30 PM 16251701335460411205060675
5:45 PM 23236210936310050809060690
6:00 PM 92571001227718042507490614
6:15 PM 10233100828817043802260591
6:30 PM 132051001326012051503160534
6:45 PM 6195701422890503010130481
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :358 5128 251 2 206 6046 201 1 126 43 339 0 171 35 137 0 13044
APPROACH %'s :6.24% 89.35% 4.37% 0.03% 3.19% 93.68% 3.11% 0.02% 24.80% 8.46% 66.73% 0.00% 49.85% 10.20% 39.94% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :115 1134 64 1 40 1258 33 0 25 16 139 0 39 11 37 0 2912
PEAK HR FACTOR :0.846 0.961 0.593 0.250 0.769 0.904 0.825 0.000 0.694 0.667 0.579 0.000 0.609 0.550 0.841 0.000
Data - Totals
Western Ave Western Ave Toscanini Dr Toscanini Dr
0.868 0.919 0.628 0.705
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-012
1/25/2023
02:45 PM - 03:45 PM
0.9040.928 0.897 0.625 0.702
07:30 AM - 08:30 AM
0.880
A-73
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Caddington Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 2700004040110200000129
6:15 AM 086000437090900000154
6:30 AM 3105101664040900000193
6:45 AM 217300088401701100000295
7:00 AM 3179000104612001401010329
7:15 AM 1249012117612401100010413
7:30 AM 4346120244403702301050667
7:45 AM 63160163501502502203060750
8:00 AM 729712123042021701302050682
8:15 AM 4 281 0 3 26 195 24 0 18 3 14 0 35 5 33 0 641
8:30 AM 7 285 1 0 7 184 21 0 17 1 3 0 12 4 8 0 550
8:45 AM 72780211961831611702040545
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :46 2665 4 11 55 1931 133 7 215 5 148 0 56 9 63 0 5348
APPROACH %'s :1.69% 97.76% 0.15% 0.40% 2.59% 90.83% 6.26% 0.33% 58.42% 1.36% 40.22% 0.00% 43.75% 7.03% 49.22% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :21 1240 2 8 44 1093 63 2 97 3 72 0 41 5 49 0 2740
PEAK HR FACTOR :0.750 0.896 0.500 0.667 0.423 0.781 0.656 0.250 0.655 0.250 0.783 0.000 0.293 0.250 0.371 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 16 292 7 3 6 267 31 12 39 4 17 0 12 2 13 0 721
2:15 PM 12 331 0 5 2 264 28 5 44 0 20 0 16 2 26 0 755
2:30 PM 192791302873233601605000681
2:45 PM 193100413063533502301010738
3:00 PM 113081632932373312006040716
3:15 PM 28 295 0 8 2 372 31 4 31 1 21 0 11 1 7 0 812
3:30 PM 192651403513973701902020746
3:45 PM 202520913054413312203010692
4:00 PM 262451462923563502405120682
4:15 PM 27 275 1 8 9 339 43 7 36 0 19 0 23 1 15 0 803
4:30 PM 202940323072653312105150723
4:45 PM 392430523143563312108030710
5:00 PM 2825401013173923701903030713
5:15 PM 262400743903112601505130749
5:30 PM 292590313333532001304030703
5:45 PM 2819401203423322902301000664
6:00 PM 142090702713301901901000573
6:15 PM 132060302742722901200000566
6:30 PM 121910002413342202800000531
6:45 PM 131530642432813801500010502
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :419 5095 12 110 44 6108 661 81 645 9 387 0 111 9 89 0 13780
APPROACH %'s :7.43% 90.40% 0.21% 1.95% 0.64% 88.60% 9.59% 1.17% 61.96% 0.86% 37.18% 0.00% 53.11% 4.31% 42.58% 0.00%
PEAK HR :2:45 PM 284 0 0 TOTAL
PEAK HR VOL :77 1178 2 22 6 1322 128 21 136 2 83 0 20 1 14 0 3012
PEAK HR FACTOR :0.688 0.950 0.500 0.688 0.500 0.888 0.821 0.750 0.919 0.500 0.902 0.000 0.455 0.250 0.500 0.000
22-020398-011
12/13/2022
02:45 PM - 03:45 PM
0.9270.960 0.903 0.953 0.461
07:30 AM - 08:30 AM
0.913
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.900 0.810 0.717 0.325
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Caddington Dr Caddington Dr
A-74
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Caddington Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 064010334090400000115
6:15 AM 1730015050110300000144
6:30 AM 21320016460140800000227
6:45 AM 01350007370701300000235
7:00 AM 115302192002001501010286
7:15 AM 327501013080230500020447
7:30 AM 2315101251503302201060637
7:45 AM 7344015339811402402050750
8:00 AM 112770182861901301305030636
8:15 AM 10 272 1 2 26 200 18 1 27 2 11 0 25 1 42 0 638
8:30 AM 6 259 0 0 7 181 19 3 12 0 12 0 16 2 12 0 529
8:45 AM 42360331991402302004360515
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :47 2535 2 11 53 1898 113 5 206 2 150 0 54 6 77 0 5159
APPROACH %'s :1.81% 97.69% 0.08% 0.42% 2.56% 91.74% 5.46% 0.24% 57.54% 0.56% 41.90% 0.00% 39.42% 4.38% 56.20% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :30 1208 2 4 40 1076 50 2 87 2 70 0 33 1 56 0 2661
PEAK HR FACTOR :0.682 0.878 0.500 0.500 0.385 0.794 0.658 0.500 0.659 0.250 0.729 0.000 0.330 0.250 0.333 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 182551923313033801902120711
2:15 PM 202960552752534203000110703
2:30 PM 153210242542963001701000679
2:45 PM 1331434102922963611904130735
3:00 PM 21 320 6 3 14 317 45 9 45 1 28 0 18 2 16 0 845
3:15 PM 29 280 1 7 3 364 24 4 36 1 20 0 31 2 23 0 825
3:30 PM 33266010233830123702206040760
3:45 PM 1529301103472463301601140751
4:00 PM 2125601162923292102004070679
4:15 PM 242590913673633101808120759
4:30 PM 202870703313042502104130733
4:45 PM 3325111133123193522502020717
5:00 PM 262720593323953612203010751
5:15 PM 302522953523573902404040763
5:30 PM 2520939213713432811805130731
5:45 PM 26 255 1 3 9 320 34 4 27 1 19 0 8 9 13 0 729
6:00 PM 222201543153313411903020660
6:15 PM 121860822852703101001000562
6:30 PM 8216010288251230701030573
6:45 PM 91400502272402701202020448
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :420 5148 19 134 100 6310 616 95 654 9 386 0 108 20 95 0 14114
APPROACH %'s :7.34% 89.98% 0.33% 2.34% 1.40% 88.61% 8.65% 1.33% 62.35% 0.86% 36.80% 0.00% 48.43% 8.97% 42.60% 0.00%
PEAK HR :03:00 PM 285 0 0 TOTAL
PEAK HR VOL :98 1159 7 31 19 1366 123 31 151 2 86 0 56 5 47 0 3181
PEAK HR FACTOR :0.742 0.905 0.292 0.705 0.339 0.938 0.683 0.646 0.839 0.500 0.768 0.000 0.452 0.625 0.511 0.000
Data - Totals
Western Ave Western Ave Caddington Dr Caddington Dr
0.884 0.827 0.723 0.331
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-011
12/14/2022
03:00 PM - 04:00 PM
0.9410.925 0.974 0.807 0.482
07:30 AM - 08:30 AM
0.887
A-75
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Trudie Dr/Capitol Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1210120001001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 1663073810560032130145
6:15 AM 18410953206100050110182
6:30 AM 2921001460404760112210233
6:45 AM 015015011847015111046310335
7:00 AM 1 158 22 0 12 106 5 0 18 5 4 0 11 5 28 0 375
7:15 AM 0 225 15 0 22 115 6 1 9 12 0 0 18 5 47 0 475
7:30 AM 3 315 41 0 25 226 21 0 10 22 3 0 40 10 66 0 782
7:45 AM 3 276 55 0 32 293 33 1 33 17 6 0 57 13 55 0 874
8:00 AM 3 283 40 0 41 275 13 0 30 18 3 0 54 16 53 0 829
8:15 AM 1 286 28 0 37 192 8 0 19 18 5 0 31 13 64 0 702
8:30 AM 7 293 30 2 20 177 10 1 21 14 2 0 21 7 56 0 661
8:45 AM 4 287 22 0 29 178 11 2 14 9 6 0 25 6 57 0 650
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :26 2515 282 2 259 1797 121 5 184 149 36 0 280 85 502 0 6243
APPROACH %'s :0.92% 89.03% 9.98% 0.07% 11.87% 82.36% 5.55% 0.23% 49.86% 40.38% 9.76% 0.00% 32.30% 9.80% 57.90% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :10 1160 164 0 135 986 75 1 92 75 17 0 182 52 238 0 3187
PEAK HR FACTOR :0.833 0.921 0.745 0.000 0.823 0.841 0.568 0.250 0.697 0.852 0.708 0.000 0.798 0.813 0.902 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1210120001001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 2 308 31 1 61 238 15 0 12 14 0 0 41 7 69 0 799
2:15 PM 6 299 41 0 53 259 19 1 30 11 2 0 32 9 66 0 828
2:30 PM 4 275 20 0 59 291 26 1 17 9 4 0 41 14 67 0 828
2:45 PM 4 289 24 0 52 251 35 1 31 7 0 0 38 12 66 0 810
3:00 PM 4 283 26 1 50 289 16 0 25 12 3 0 36 10 51 0 806
3:15 PM 4 312 33 0 90 356 10 0 26 15 4 0 25 13 47 0 935
3:30 PM 6 274 35 0 67 331 16 1 23 14 9 0 44 6 50 0 876
3:45 PM 10 259 35 0 60 266 20 0 20 11 5 0 42 14 59 0 801
4:00 PM 9 253 35 0 57 251 23 1 15 16 5 0 39 13 45 0 762
4:15 PM 5 276 45 0 68 333 16 0 21 7 6 0 34 15 60 0 886
4:30 PM 6 262 27 0 73 294 20 1 26 16 2 0 40 14 53 0 834
4:45 PM 7 273 28 1 75 309 21 2 19 17 5 0 34 14 57 0 862
5:00 PM 5 268 32 0 78 288 20 1 24 8 6 0 52 17 51 0 850
5:15 PM 11 218 24 0 69 332 25 0 14 12 3 0 48 22 61 0 839
5:30 PM 8 240 33 0 72 294 19 1 19 7 3 0 34 8 54 0 792
5:45 PM 6 212 26 0 78 297 22 2 20 8 4 0 35 8 40 0 758
6:00 PM 6 213 38 0 72 282 19 1 16 4 2 0 35 10 52 0 750
6:15 PM 3 201 27 0 65 250 11 1 15 7 3 0 29 6 52 0 670
6:30 PM 8 180 9 0 57 247 13 3 12 5 4 0 24 11 39 0 612
6:45 PM 5154231602461517640219410593
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :119 5049 592 4 1316 5704 381 18 392 206 74 0 724 232 1080 0 15891
APPROACH %'s :2.06% 87.60% 10.27% 0.07% 17.74% 76.88% 5.14% 0.24% 58.33% 30.65% 11.01% 0.00% 35.56% 11.39% 53.05% 0.00%
PEAK HR :4:15 PM 290 0 0 TOTAL
PEAK HR VOL :23 1079 132 1 294 1224 77 4 90 48 19 0 160 60 221 0 3432
PEAK HR FACTOR :0.821 0.977 0.733 0.250 0.942 0.919 0.917 0.500 0.865 0.706 0.792 0.000 0.769 0.882 0.921 0.000
Data - Totals
Western Ave Western Ave Trudie Dr/Capitol Dr Trudie Dr/Capitol Dr
0.929 0.834 0.821 0.944
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-010
12/13/2022
04:15 PM - 05:15 PM
0.9680.947 0.959 0.892 0.919
07:30 AM - 08:30 AM
0.912
A-76
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Trudie Dr/Capitol Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1210120001001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 16040113020751073120143
6:15 AM 074401046402150050110171
6:30 AM 110970116411880032190234
6:45 AM 11141701172211563045260277
7:00 AM 1136100139050973094320319
7:15 AM 1 265 16 0 14 124 8 2 13 9 1 0 10 5 51 0 519
7:30 AM 2 282 53 0 34 237 17 1 13 23 1 0 38 8 72 0 781
7:45 AM 2 306 57 0 30 289 38 1 18 24 3 0 59 19 53 0 899
8:00 AM 4 250 52 0 43 263 15 0 32 19 2 0 66 18 48 0 812
8:15 AM 0 268 45 0 30 196 8 2 20 17 6 0 38 8 70 0 708
8:30 AM 4 290 29 0 28 174 16 0 20 16 4 0 20 12 49 0 662
8:45 AM 3 230 26 0 24 197 13 0 23 10 3 0 28 8 36 0 601
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :20 2384 320 0 259 1782 129 8 180 159 27 0 287 92 479 0 6126
APPROACH %'s :0.73% 87.52% 11.75% 0.00% 11.89% 81.82% 5.92% 0.37% 49.18% 43.44% 7.38% 0.00% 33.45% 10.72% 55.83% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :8 1106 207 0 137 985 78 4 83 83 12 0 201 53 243 0 3200
PEAK HR FACTOR :0.500 0.904 0.908 0.000 0.797 0.852 0.513 0.500 0.648 0.865 0.500 0.000 0.761 0.697 0.844 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1210120001001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 2 264 39 1 58 283 32 1 22 12 4 0 45 11 54 0 828
2:15 PM 4 304 40 0 58 285 27 1 20 15 4 0 32 11 59 0 860
2:30 PM 6 279 32 0 49 254 25 2 30 14 5 0 67 21 80 0 864
2:45 PM 5 330 36 0 53 257 25 1 30 7 2 0 52 15 59 0 872
3:00 PM 4 319 35 0 68 324 21 0 19 12 2 0 31 16 70 0 921
3:15 PM 4 297 40 0 65 365 21 2 30 16 6 0 41 16 60 0 963
3:30 PM 7 285 37 0 68 313 16 1 24 15 2 0 26 10 50 0 854
3:45 PM 7 281 33 1 65 302 20 2 20 14 3 0 40 16 61 1 866
4:00 PM 5 259 32 1 75 274 13 2 19 16 9 0 45 14 62 0 826
4:15 PM 4 268 22 0 73 320 26 0 22 11 4 0 52 17 53 0 872
4:30 PM 6 285 30 1 76 325 26 1 11 15 2 0 38 18 45 0 879
4:45 PM 9 284 37 0 62 318 16 3 20 14 4 0 41 23 55 0 886
5:00 PM 5 269 43 0 68 306 19 2 24 7 3 0 29 12 61 0 848
5:15 PM 8 261 39 0 63 322 26 2 21 11 4 0 45 16 66 0 884
5:30 PM 8 244 27 0 64 341 25 3 16 10 10 0 44 9 70 0 871
5:45 PM 3 268 25 0 79 289 19 0 17 9 5 0 40 18 60 0 832
6:00 PM 13 220 25 1 66 303 18 3 12 6 3 0 24 13 47 0 754
6:15 PM 1 175 27 0 61 277 11 1 12 8 1 0 34 14 45 0 667
6:30 PM 71762715125915194302714470641
6:45 PM 41481204523414166403210530569
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :112 5216 638 6 1267 5951 415 29 384 222 80 0 785 294 1157 1 16557
APPROACH %'s :1.88% 87.34% 10.68% 0.10% 16.54% 77.67% 5.42% 0.38% 55.98% 32.36% 11.66% 0.00% 35.09% 13.14% 51.72% 0.04%
PEAK HR :02:30 PM 283 0 0 TOTAL
PEAK HR VOL :19 1225 143 0 235 1200 92 5 109 49 15 0 191 68 269 0 3620
PEAK HR FACTOR :0.792 0.928 0.894 0.000 0.864 0.822 0.920 0.625 0.908 0.766 0.625 0.000 0.713 0.810 0.841 0.000 0.9400.935 0.845 0.832 0.786
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
02:30 PM - 03:30 PM
0.8900.905 0.841 0.840 0.941
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM
22-020398-010
12/14/2022
Data - Totals
Western Ave Western Ave Trudie Dr/Capitol Dr Trudie Dr/Capitol Dr
A-77
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Park Western Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 067413361010004030120
6:15 AM 0851014540000000030157
6:30 AM 0983017581000006030186
6:45 AM 11689078400000010090288
7:00 AM 01701631110900000070110327
7:15 AM 123126410122000000111160422
7:30 AM 234141028228100010320290703
7:45 AM 229270138323001020360320797
8:00 AM 029841127299010000560300753
8:15 AM 332320114224000010211120620
8:30 AM 232827212192000010291140608
8:45 AM 42892317200000040191230571
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :15 2690 290 15 178 1929 312090231418505552
APPROACH %'s :0.50% 89.37% 9.63% 0.50% 8.43% 91.38% 0.14% 0.05% 18.18% 0.00% 81.82% 0.00% 55.00% 0.95% 44.05% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :7 1254 172 3 107 1074 111040145110302873
PEAK HR FACTOR :0.583 0.919 0.614 0.750 0.704 0.831 0.250 0.250 0.250 0.000 0.500 0.000 0.647 0.250 0.805 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 632829231256002240504380752
2:15 PM 532530332257001150521460758
2:30 PM 726422121318010640510400735
2:45 PM 529539432254000120632220719
3:00 PM 230721332287100160652290756
3:15 PM 1031838231344212150574360851
3:30 PM 828251345348110370602350846
3:45 PM 827534331285013140641420752
4:00 PM 828730543259011260613290735
4:15 PM 230240449316012220600290809
4:30 PM 627842338307002110672320779
4:45 PM 427232238311002210701260761
5:00 PM 1028742238316202120612360801
5:15 PM 323930348329112120700190748
5:30 PM 627640146284110210632280751
5:45 PM 724129435293110330662260711
6:00 PM 522629134299001110550260678
6:15 PM 322225032244211040511230609
6:30 PM 317218325247020010520250548
6:45 PM 416414234241101130470230535
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :112 5360 635 51 715 5795 12 12 22 32 64 0 1185 29 610 0 14634
APPROACH %'s :1.82% 87.04% 10.31% 0.83% 10.94% 88.69% 0.18% 0.18% 18.64% 27.12% 54.24% 0.00% 64.97% 1.59% 33.44% 0.00%
PEAK HR :3:00 PM 285 0 0 TOTAL
PEAK HR VOL :28 1182 144 11 139 1264 4356220246914203205
PEAK HR FACTOR :0.700 0.929 0.706 0.917 0.772 0.908 0.500 0.750 0.417 0.500 0.786 0.000 0.946 0.563 0.845 0.000
Data - Totals
Western Ave Western Ave Park Western Dr Park Western Dr
0.935 0.819 0.417 0.724
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-009
12/13/2022
03:00 PM - 04:00 PM
0.9420.927 0.892 0.825 0.928
07:30 AM - 08:30 AM
0.901
A-78
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Park Western Dr
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 064315311010001020109
6:15 AM 079715420000004010139
6:30 AM 0118142135600000011040218
6:45 AM 11281018730000009080238
7:00 AM 0147190108600000010070279
7:15 AM 125025213118000000150160440
7:30 AM 231843121241000000291240680
7:45 AM 233666141325000010300300832
8:00 AM 228734027298000030610230735
8:15 AM 231230415239001020331130652
8:30 AM 130227019175100020221250575
8:45 AM 42522221721400002019280542
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :15 2593 300 15 194 1898 2020100244516105439
APPROACH %'s :0.51% 88.71% 10.26% 0.51% 9.26% 90.64% 0.10% 0.00% 16.67% 0.00% 83.33% 0.00% 59.51% 1.22% 39.27% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :8 1253 173 6 104 1103 00106015329002899
PEAK HR FACTOR :1.000 0.932 0.655 0.375 0.634 0.848 0.000 0.000 0.250 0.000 0.500 0.000 0.627 0.500 0.750 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 1027839035294103150491340750
2:15 PM 731434043281001170513280770
2:30 PM 628943340271110330854580807
2:45 PM 733044341279015140601410817
3:00 PM 934833430311000220562320829
3:15 PM 430842151370301550544320880
3:30 PM 531640641301011320531310801
3:45 PM 729143338319001130652460819
4:00 PM 927339437283112030830290764
4:15 PM 1030542143333110080526300832
4:30 PM 529031352327103430651340819
4:45 PM 628440134330031280602230794
5:00 PM 630543140307102240692270809
5:15 PM 430442541314010120675270813
5:30 PM 727541348354001430683300837
5:45 PM 626739651291000340572320758
6:00 PM 1124027442298011080582250717
6:15 PM 119931439273201380483290641
6:30 PM 420723335254132250701180628
6:45 PM 414723431245050040600260549
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :128 5570 739 59 812 6035 12 18 25 38 91 0 1230 45 632 0 15434
APPROACH %'s :1.97% 85.75% 11.38% 0.91% 11.81% 87.76% 0.17% 0.26% 16.23% 24.68% 59.09% 0.00% 64.50% 2.36% 33.14% 0.00%
PEAK HR :02:30 PM 283 0 0 TOTAL
PEAK HR VOL :26 1275 162 11 162 1231 4 2 6 11 14 0 255 11 163 0 3333
PEAK HR FACTOR :0.722 0.916 0.920 0.688 0.794 0.832 0.333 0.500 0.300 0.550 0.700 0.000 0.750 0.688 0.703 0.000
22-020398-009
12/14/2022
02:30 PM - 03:30 PM
0.9470.935 0.825 0.705 0.730
07:30 AM - 08:30 AM
0.871
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.889 0.824 0.583 0.729
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Park Western Dr Park Western Dr
A-79
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Crestwood St
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
12001200010010.50.50
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 35411013230104206020128
6:15 AM 2811500450071702210163
6:30 AM 5931422503090504040191
6:45 AM 315211027670152501170282
7:00 AM 8 181 25 0 3 95 11 0 17 4 7 0 12 4 5 0 372
7:15 AM 92252403102200211606270426
7:30 AM 11 325 23 0 1 212 25 0 31 1 8 0 12 4 6 0 659
7:45 AM 24 338 39 2 4 284 38 1 21 5 17 0 15 5 8 0 801
8:00 AM 24 300 33 0 2 286 38 0 41 5 33 0 19 5 7 0 793
8:15 AM 23 324 27 0 7 219 26 0 28 2 14 0 18 7 8 0 703
8:30 AM 23 295 49 1 4 174 31 0 25 2 10 0 21 3 7 0 645
8:45 AM 10 281 35 1 6 179 14 0 24 6 8 0 17 4 3 0 588
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :145 2649 306 6 35 1754 216 1 249 33 122 0 133 37 65 0 5751
APPROACH %'s :4.67% 85.29% 9.85% 0.19% 1.74% 87.44% 10.77% 0.05% 61.63% 8.17% 30.20% 0.00% 56.60% 15.74% 27.66% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :82 1287 122 2 14 1001 127 1 121 13 72 0 64 21 29 0 2956
PEAK HR FACTOR :0.854 0.952 0.782 0.250 0.500 0.875 0.836 0.250 0.738 0.650 0.545 0.000 0.842 0.750 0.906 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
12001200010010.50.50
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 6 306 63 0 4 255 21 0 29 5 11 0 37 5 21 0 763
2:15 PM 13 295 60 2 5 270 26 0 20 6 8 0 38 6 12 0 761
2:30 PM 7 262 47 0 6 324 19 0 16 4 8 0 47 10 10 0 760
2:45 PM 6 288 53 1 5 268 20 1 32 4 9 0 44 13 10 0 754
3:00 PM 9 278 55 1 3 308 24 0 35 5 8 0 50 10 9 0 795
3:15 PM 8 336 52 0 7 334 16 0 31 6 11 0 52 11 7 0 871
3:30 PM 7 310 70 0 4 341 29 0 21 8 17 0 45 4 9 0 865
3:45 PM 15 275 60 0 5 322 17 0 35 6 13 0 48 11 9 0 816
4:00 PM 7 290 43 1 8 265 21 0 26 6 19 0 49 11 9 0 755
4:15 PM 12 277 42 1 4 309 28 0 26 3 12 0 57 6 12 0 789
4:30 PM 11 265 48 0 4 308 25 0 31 4 17 0 52 6 9 0 780
4:45 PM 10 267 49 2 6 332 34 0 29 10 10 0 49 6 17 0 821
5:00 PM 14 302 39 2 5 329 32 1 28 6 9 0 41 11 5 0 824
5:15 PM 16 256 68 0 8 325 37 0 23 7 9 0 49 8 6 0 812
5:30 PM 14 234 46 0 6 294 29 0 39 6 14 0 38 18 4 0 742
5:45 PM 8 235 45 1 3 286 39 1 31 7 11 0 45 7 12 0 731
6:00 PM 7 217 39 0 7 301 33 0 22 6 7 0 36 10 9 0 694
6:15 PM 9 214 49 0 7 264 20 0 15 0 6 0 40 9 6 0 639
6:30 PM 4 157 41 0 4 240 31 0 15 4 8 0 40 7 9 0 560
6:45 PM 7 168 28 0 4 249 13 0 16 5 10 0 38 5 9 0 552
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :190 5232 997 11 105 5924 514 3 520 108 217 0 895 174 194 0 15084
APPROACH %'s :2.95% 81.37% 15.51% 0.17% 1.60% 90.50% 7.85% 0.05% 61.54% 12.78% 25.68% 0.00% 70.86% 13.78% 15.36% 0.00%
PEAK HR :3:00 PM 285 0 0 TOTAL
PEAK HR VOL :39 1199 237 1 19 1305 86 0 122 25 49 0 195 36 34 0 3347
PEAK HR FACTOR :0.650 0.892 0.846 0.250 0.679 0.957 0.741 0.000 0.871 0.781 0.721 0.000 0.938 0.818 0.944 0.000
Data - Totals
Western Ave Western Ave Crestwood St Crestwood St
0.926 0.874 0.652 0.864
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-008
12/13/2022
03:00 PM - 04:00 PM
0.9610.932 0.943 0.907 0.946
07:30 AM - 08:30 AM
0.923
A-80
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Crestwood St
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
12001200010010.50.50
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 2641001271045103000118
6:15 AM 27510123621121502120152
6:30 AM 311511025760111307330222
6:45 AM 7 123 22 0 0 68 5 0 17 3 4 0 10 1 8 0 268
7:00 AM 5 153 12 0 4 73 8 0 17 5 4 0 10 1 5 0 297
7:15 AM 122481711104190224308560450
7:30 AM 16 321 24 0 2 217 27 1 27 2 8 0 16 5 8 0 674
7:45 AM 20 363 43 0 4 290 33 0 36 6 28 0 12 1 6 0 842
8:00 AM 24 297 33 0 2 289 38 0 41 5 33 0 19 5 7 0 793
8:15 AM 13 305 42 0 8 231 20 1 32 5 14 0 26 6 12 0 715
8:30 AM 8 278 29 0 3 156 23 0 32 5 11 0 23 4 7 0 579
8:45 AM 6 249 34 1 3 206 16 0 19 6 8 0 19 5 3 0 575
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :118 2591 287 3 32 1754 198 3 270 48 122 0 155 37 67 0 5685
APPROACH %'s :3.93% 86.40% 9.57% 0.10% 1.61% 88.27% 9.96% 0.15% 61.36% 10.91% 27.73% 0.00% 59.85% 14.29% 25.87% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :73 1286 142 0 16 1027 118 2 136 18 83 0 73 17 33 0 3024
PEAK HR FACTOR :0.760 0.886 0.826 0.000 0.500 0.885 0.776 0.500 0.829 0.750 0.629 0.000 0.702 0.708 0.688 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
12001200010010.50.50
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 7 293 69 3 10 279 30 0 16 6 9 0 34 7 18 0 781
2:15 PM 14 290 50 0 6 276 32 0 29 5 8 0 43 14 13 0 780
2:30 PM 21 305 61 0 5 265 43 0 41 6 28 0 39 10 14 0 838
2:45 PM 8 332 54 0 6 297 24 0 38 6 15 0 35 8 5 0 828
3:00 PM 9 322 48 0 7 299 21 1 33 5 8 0 58 3 11 0 825
3:15 PM 11 299 50 0 8 335 31 0 31 6 9 0 45 5 5 0 835
3:30 PM 13 314 53 0 8 311 31 1 33 5 20 0 50 15 12 0 866
3:45 PM 17 300 54 0 12 327 31 0 20 5 9 0 39 6 8 0 828
4:00 PM 10 273 38 0 6 324 21 0 27 4 8 0 50 4 14 0 779
4:15 PM 16 289 50 1 7 316 25 1 29 7 11 0 50 14 4 0 820
4:30 PM 13 278 29 0 7 336 30 0 40 6 10 0 54 6 9 0 818
4:45 PM 12 285 51 0 11 331 38 0 24 6 9 0 37 12 9 0 825
5:00 PM 13 304 48 0 7 319 24 0 32 5 19 0 59 13 12 0 855
5:15 PM 11 286 60 0 11 322 30 1 33 4 12 0 40 10 14 0 834
5:30 PM 15 283 50 2 7 348 36 0 26 8 7 0 48 8 9 0 847
5:45 PM 16 257 50 0 9 285 34 0 27 4 5 0 51 9 12 0 759
6:00 PM 6 247 49 0 6 302 35 0 26 2 10 0 37 6 6 0 732
6:15 PM 8 206 42 0 11 292 24 0 12 4 9 0 38 8 7 0 661
6:30 PM 13 204 38 0 7 283 21 0 16 8 12 0 35 8 15 0 660
6:45 PM 4 154 41 0 3 256 23 0 14 6 5 0 49 6 7 0 568
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :237 5521 985 6 154 6103 584 4 547 108 223 0 891 172 204 0 15739
APPROACH %'s :3.51% 81.80% 14.59% 0.09% 2.25% 89.16% 8.53% 0.06% 62.30% 12.30% 25.40% 0.00% 70.32% 13.58% 16.10% 0.00%
PEAK HR :04:45 PM 292 0 0 TOTAL
PEAK HR VOL :51 1158 209 2 36 1320 128 1 115 23 47 0 184 43 44 0 3361
PEAK HR FACTOR :0.850 0.952 0.871 0.250 0.818 0.948 0.842 0.250 0.871 0.719 0.618 0.000 0.780 0.827 0.786 0.000
22-020398-008
12/14/2022
04:45 PM - 05:45 PM
0.9830.973 0.949 0.826 0.807
07:30 AM - 08:30 AM
0.898
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.881 0.884 0.750 0.699
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Crestwood St Crestwood St
A-81
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Summerland Ave
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1210120001001.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 17830542123410153160174
6:15 AM 28240445312300142170179
6:30 AM 110230550100200172310214
6:45 AM 1141401582101520291330315
7:00 AM 0170302098313510190510374
7:15 AM 120810019120403620293730478
7:30 AM 32801203617740291032121250693
7:45 AM 6 328 6 0 57 246 6 0 4 13 0 0 54 15 133 0 868
8:00 AM 4 262 15 0 50 304 7 4 3 15 3 0 35 15 78 0 795
8:15 AM 02748026235557520375750684
8:30 AM 3 257 8 0 28 185 10 2 8 13 4 0 34 10 65 0 627
8:45 AM 1 232 12 0 26 158 8 2 16 8 3 0 31 7 75 0 579
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :23 2414 88 0 291 1742 53 17 52 88 19 0 346 75 772 0 5980
APPROACH %'s :0.91% 95.60% 3.49% 0.00% 13.84% 82.83% 2.52% 0.81% 32.70% 55.35% 11.95% 0.00% 29.00% 6.29% 64.71% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :13 1144 41 0 169 962 22 9 16 42 6 0 158 47 411 0 3040
PEAK HR FACTOR :0.542 0.872 0.683 0.000 0.741 0.791 0.786 0.450 0.571 0.700 0.500 0.000 0.731 0.783 0.773 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1210120001001.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 129110041286433350167740744
2:15 PM 230110047302745530345710796
2:30 PM 12588054300551420343860761
2:45 PM 22404055297778570265780741
3:00 PM 0258200672877473102212890777
3:15 PM 22976062320632420339910837
3:30 PM 3288170562871043540235800785
3:45 PM 5 252 13 0 54 273 8 1 6 10 1 0 24 11 86 0 744
4:00 PM 8 257 14 0 60 275 14 2 9 10 6 0 23 10 64 0 752
4:15 PM 4 239 13 0 50 309 7 1 5 10 3 0 39 9 78 0 767
4:30 PM 4 251 9 0 46 325 7 4 11 6 5 0 32 5 63 0 768
4:45 PM 1 259 4 0 50 303 11 1 10 8 3 0 43 8 81 0 782
5:00 PM 326580613387595204311800837
5:15 PM 124517064328430630518850815
5:30 PM 4243130732732213504913680749
5:45 PM 224370563261056150458660780
6:00 PM 219910155303534430359540687
6:15 PM 31708050276917420386620636
6:30 PM 01897042236426260195500568
6:45 PM 11242046236545430145470496
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :49 4869 200 1 1089 5880 139 64 108 102 71 0 643 154 1453 0 14822
APPROACH %'s :0.96% 95.12% 3.91% 0.02% 15.18% 81.99% 1.94% 0.89% 38.43% 36.30% 25.27% 0.00% 28.58% 6.84% 64.58% 0.00%
PEAK HR :4:30 PM 291 0 0 TOTAL
PEAK HR VOL :9 1020 38 0 221 1294 29 13 30 25 13 0 169 32 309 0 3202
PEAK HR FACTOR :0.563 0.962 0.559 0.000 0.863 0.957 0.659 0.650 0.682 0.781 0.650 0.000 0.828 0.727 0.909 0.000
Data - Totals
Western Ave Western Ave Summerland Ave Summerland Ave
0.881 0.796 0.762 0.762
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-007
1/24/2023
04:30 PM - 05:30 PM
0.9560.966 0.947 0.773 0.885
07:30 AM - 08:30 AM
0.876
A-82
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Summerland Ave
City:Rancho Palos Verdes Project ID:
Control:Signalized Date:
NS/EW Streets:
1210120001001.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 06250624000400101210133
6:15 AM 1693073710160070250157
6:30 AM 09490447100320220190201
6:45 AM 1134301167002310263350286
7:00 AM 0156601280404600202330323
7:15 AM 02231101792201350354870480
7:30 AM 2 264 12 0 43 189 4 0 4 12 1 0 35 13 125 0 704
7:45 AM 8 302 6 0 57 231 4 2 5 12 2 0 38 15 135 0 817
8:00 AM 1 294 7 0 56 324 7 2 7 14 4 0 37 12 82 0 847
8:15 AM 12476032221605530474750652
8:30 AM 42487020186514410405640589
8:45 AM 4 223 12 0 27 201 13 2 11 7 2 0 28 5 75 0 610
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :22 2316 87 0 292 1699 47 7 44 79 21 0 345 64 776 0 5799
APPROACH %'s :0.91% 95.51% 3.59% 0.00% 14.28% 83.08% 2.30% 0.34% 30.56% 54.86% 14.58% 0.00% 29.11% 5.40% 65.49% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :12 1107 31 0 188 965 21 4 21 43 10 0 157 44 417 0 3020
PEAK HR FACTOR :0.375 0.916 0.646 0.000 0.825 0.745 0.750 0.500 0.750 0.768 0.625 0.000 0.835 0.733 0.772 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1210120001001.50.510
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 12588042261533310237920707
2:15 PM 424670412496366504010840707
2:30 PM 128511050308522620257670771
2:45 PM 2 267 13 0 47 256 11 2 11 3 1 0 26 7 76 0 722
3:00 PM 2 299 9 0 54 319 3 4 11 3 4 0 22 9 89 0 828
3:15 PM 424417177373813640219600828
3:30 PM 2286210443264334102911560790
3:45 PM 4 311 18 0 65 253 10 0 3 10 2 0 35 7 67 0 785
4:00 PM 1240120472878368502791020755
4:15 PM 4290210412986243903112740795
4:30 PM 3 223 11 0 68 336 5 3 11 4 3 0 40 8 59 0 774
4:45 PM 4327110443296565502510680845
5:00 PM 3 234 9 0 56 332 3 9 8 12 1 0 53 12 75 0 807
5:15 PM 32351605333431117504217750802
5:30 PM 42549048339665540568840828
5:45 PM 22511405631912522304311570777
6:00 PM 12689041309647210318670754
6:15 PM 421560372634113410354690656
6:30 PM 11725041266425440237490583
6:45 PM 21715049228421310224450537
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :52 5076 232 1 1001 5985 119 81 101 100 62 0 649 177 1415 0 15051
APPROACH %'s :0.97% 94.68% 4.33% 0.02% 13.93% 83.29% 1.66% 1.13% 38.40% 38.02% 23.57% 0.00% 28.96% 7.90% 63.14% 0.00%
PEAK HR :04:45 PM 292 0 0 TOTAL
PEAK HR VOL :14 1050 45 0 201 1334 18 31 20 29 15 0 176 47 302 0 3282
PEAK HR FACTOR :0.875 0.803 0.703 0.000 0.897 0.984 0.750 0.705 0.625 0.604 0.750 0.000 0.786 0.691 0.899 0.000
Data - Totals
Western Ave Western Ave Summerland Ave Summerland Ave
0.910 0.757 0.740 0.822
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-007
1/25/2023
04:45 PM - 05:45 PM
0.9710.811 0.988 0.762 0.887
07:30 AM - 08:30 AM
0.891
A-83
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 1st St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1210120011001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0 48 70 0 14 28 2 0 3 34 0 0 31 6 6 0 242
6:15 AM 1 60 78 0 10 57 1 0 7 34 3 0 26 15 17 0 309
6:30 AM 179830 759100 2460 05915190380
6:45 AM 3 111 68 0 9 71 2 0 6 40 1 0 66 26 18 0 421
7:00 AM 0 147 80 0 21 104 11 0 9 56 2 0 37 16 25 0 508
7:15 AM 2 169 90 0 22 101 3 0 7 46 3 0 75 26 38 0 582
7:30 AM 1 219 122 0 21 181 17 0 12 57 3 0 88 35 47 0 803
7:45 AM 1 227 100 0 30 245 13 0 15 62 6 0 123 45 49 0 916
8:00 AM 2 232 83 0 40 250 16 0 17 44 2 0 86 30 40 0 842
8:15 AM 4 240 86 0 41 237 15 0 12 34 2 0 62 23 39 0 795
8:30 AM 7 262 87 0 25 169 18 0 7 39 1 0 79 29 34 0 757
8:45 AM 0 227 80 1 24 158 10 0 12 25 2 0 78 29 33 0 679
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :22 2021 1027 1 264 1660 118 0 109 517 25 0 810 295 365 0 7234
APPROACH %'s :0.72% 65.81% 33.44% 0.03% 12.93% 81.29% 5.78% 0.00% 16.74% 79.42% 3.84% 0.00% 55.10% 20.07% 24.83% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :8 918 391 0 132 913 61 0 56 197 13 0 359 133 175 0 3356
PEAK HR FACTOR :0.500 0.956 0.801 0.000 0.805 0.913 0.897 0.000 0.824 0.794 0.542 0.000 0.730 0.739 0.893 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1210120011001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 1 276 112 2 52 213 8 0 7 33 2 0 44 38 43 0 831
2:15 PM 7 219 71 1 40 225 14 0 10 26 3 0 60 21 47 0 744
2:30 PM 3 214 73 0 56 272 15 0 5 21 1 0 68 28 31 0 787
2:45 PM 0 230 109 0 56 213 20 0 6 24 5 0 78 38 43 0 822
3:00 PM 3 190 97 0 51 270 20 0 12 58 2 0 86 23 53 0 865
3:15 PM 4 251 110 0 44 291 17 0 20 47 8 0 101 36 41 0 970
3:30 PM 3 230 94 1 48 289 13 0 18 36 2 0 63 30 50 0 877
3:45 PM 1 256 124 0 40 293 17 0 8 27 4 0 57 36 49 0 912
4:00 PM 1 214 112 0 53 255 14 0 13 50 6 0 63 37 52 0 870
4:15 PM 3 238 105 1 41 286 24 0 9 28 1 0 72 32 50 0 890
4:30 PM 2 203 83 0 53 279 18 0 14 44 1 0 80 38 39 0 854
4:45 PM 3 239 114 1 53 299 15 1 4 28 2 0 70 32 36 0 897
5:00 PM 1 185 93 0 48 293 16 0 12 45 3 0 73 37 53 0 859
5:15 PM 3 227 113 1 58 293 19 0 10 33 4 0 59 37 45 0 902
5:30 PM 4 175 78 0 54 277 23 0 2 30 2 0 75 33 38 0 791
5:45 PM 7 186 71 0 46 233 20 1 14 25 5 0 50 34 48 0 740
6:00 PM 2 169 64 0 60 269 9 0 7 26 1 0 54 31 34 0 726
6:15 PM 1 153 55 0 58 198 13 0 8 23 1 0 62 40 36 0 648
6:30 PM 2 121 42 0 51 235 15 0 9 20 3 0 55 28 24 0 605
6:45 PM 1 131 43 0 41 207 15 0 7 19 3 0 55 33 24 0 579
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :52 4107 1763 7 1003 5190 325 2 195 643 59 0 1325 662 836 0 16169
APPROACH %'s :0.88% 69.27% 29.74% 0.12% 15.38% 79.60% 4.98% 0.03% 21.74% 71.68% 6.58% 0.00% 46.94% 23.45% 29.61% 0.00%
PEAK HR :3:15 PM 286 0 0 TOTAL
PEAK HR VOL :9 951 440 1 185 1128 61 0 59 160 20 0 284 139 192 0 3629
PEAK HR FACTOR :0.563 0.929 0.887 0.250 0.873 0.962 0.897 0.000 0.738 0.800 0.625 0.000 0.703 0.939 0.923 0.000
22-020398-006
12/13/2022
03:15 PM - 04:15 PM
0.9350.919 0.976 0.797 0.864
07:30 AM - 08:30 AM
0.916
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.963 0.904 0.801 0.768
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave 1st St 1st St
A-84
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 1st St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1210120011001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0 60 53 0 10 28 1 0 5 31 0 0 17 7 3 0 215
6:15 AM 1 58 78 0 12 32 4 0 3 33 1 0 25 5 9 0 261
6:30 AM 0 84 78 0 12 57 6 0 3 38 1 0 42 18 21 0 360
6:45 AM 110367 0 1471 5 0 1037 2 0 483321 0412
7:00 AM 2 121 93 1 16 73 9 0 3 43 6 0 43 15 23 0 448
7:15 AM 1 181 97 0 20 110 9 0 7 48 0 0 60 35 36 0 604
7:30 AM 4 221 102 0 26 150 11 0 10 59 3 0 87 42 43 0 758
7:45 AM 0 252 97 0 29 259 13 0 16 58 4 0 113 47 53 0 941
8:00 AM 0 213 86 0 51 275 18 0 13 51 4 0 89 41 45 0 886
8:15 AM 2 262 82 0 33 252 7 0 16 65 3 0 99 35 35 0 891
8:30 AM 0 222 85 0 34 177 16 0 15 50 3 0 90 30 29 0 751
8:45 AM 4 194 89 0 35 178 12 0 11 31 4 0 88 38 42 0 726
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :15 1971 1007 1 292 1662 111 0 112 544 31 0 801 346 360 0 7253
APPROACH %'s :0.50% 65.83% 33.63% 0.03% 14.14% 80.48% 5.38% 0.00% 16.30% 79.18% 4.51% 0.00% 53.15% 22.96% 23.89% 0.00%
PEAK HR :07:30 AM 39 0 0 TOTAL
PEAK HR VOL :6 948 367 0 139 936 49 0 55 233 14 0 388 165 176 0 3476
PEAK HR FACTOR :0.375 0.905 0.900 0.000 0.681 0.851 0.681 0.000 0.859 0.896 0.875 0.000 0.858 0.878 0.830 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1210120011001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 3 199 95 0 30 198 9 0 7 30 5 0 90 21 54 0 741
2:15 PM 3 251 84 1 23 193 9 0 8 31 1 0 89 34 52 0 779
2:30 PM 4 250 83 0 33 219 5 0 16 32 2 0 68 29 48 0 789
2:45 PM 2 268 89 1 57 302 12 0 19 16 7 0 63 34 55 0 925
3:00 PM 5 247 82 0 43 263 22 0 11 51 5 0 83 29 40 0 881
3:15 PM 3 260 78 1 53 266 18 0 7 41 3 0 67 21 48 0 866
3:30 PM 1 257 113 0 53 290 18 0 9 34 4 0 59 35 45 0 918
3:45 PM 5 212 89 0 44 267 17 0 16 43 3 0 65 33 31 0 825
4:00 PM 3 239 109 1 45 292 18 0 7 45 3 0 71 27 37 0 897
4:15 PM 2 232 95 1 38 307 19 0 17 51 3 0 76 34 38 0 913
4:30 PM 4 224 108 0 49 307 26 0 7 36 2 0 70 30 28 0 891
4:45 PM 2 224 90 0 51 263 22 0 14 42 1 0 59 29 40 0 837
5:00 PM 7 254 120 0 47 285 24 0 10 33 2 0 64 39 30 0 915
5:15 PM 0 212 92 0 51 287 15 0 10 40 3 0 82 29 37 0 858
5:30 PM 2 271 106 0 53 286 19 0 11 23 2 0 63 28 43 0 907
5:45 PM 6 191 68 0 64 256 27 0 9 15 1 0 69 33 41 0 780
6:00 PM 2 195 66 0 61 260 3 0 4 18 3 0 58 26 31 0 727
6:15 PM 1 151 54 0 48 244 6 0 6 20 1 0 55 32 33 0 651
6:30 PM 3 148 59 0 56 229 19 0 4 21 4 0 56 29 39 0 667
6:45 PM 2 119 53 0 49 217 19 0 4 25 0 0 58 37 34 0 617
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :60 4404 1733 5 948 5231 327 0 196 647 55 0 1365 609 804 0 16384
APPROACH %'s :0.97% 71.01% 27.94% 0.08% 14.57% 80.40% 5.03% 0.00% 21.83% 72.05% 6.12% 0.00% 49.14% 21.92% 28.94% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :11 1032 362 2 206 1121 70 0 46 142 19 0 272 119 188 0 3590
PEAK HR FACTOR :0.550 0.963 0.801 0.500 0.904 0.928 0.795 0.000 0.605 0.696 0.679 0.000 0.819 0.850 0.855 0.000
Data - Totals
Western Ave Western Ave 1st St 1st St
0.946 0.817 0.899 0.856
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-006
12/14/2022
02:45 PM - 03:45 PM
0.9700.948 0.941 0.772 0.952
07:30 AM - 08:30 AM
0.923
A-85
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Weymouth Ave
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
12.50.5012000.50.5100.30.31.30
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 08600114710811000260181
6:15 AM 092101868001122011340230
6:30 AM 0120201698201120010400292
6:45 AM 01190022118001821000570337
7:00 AM 01341026110401921001690367
7:15 AM 01570032140702722000830450
7:30 AM 1201104821611024950101270644
7:45 AM 11601064294100171130001540715
8:00 AM 3180316527360171290101080678
8:15 AM 02132063223150181470051030663
8:30 AM 221230531888011510121120598
8:45 AM 019910541611801543021990557
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :7 1873 15 1 472 1936 82 0 196 66 35 0 7 10 1012 0 5712
APPROACH %'s :0.37% 98.79% 0.79% 0.05% 18.96% 77.75% 3.29% 0.00% 65.99% 22.22% 11.78% 0.00% 0.68% 0.97% 98.35% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :5 754 7 1 240 1006 42 0 76 46 24 0 2 5 492 0 2700
PEAK HR FACTOR :0.417 0.885 0.583 0.250 0.923 0.855 0.700 0.000 0.792 0.821 0.667 0.000 0.500 0.250 0.799 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
12.50.5012000.50.5100.30.31.30
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 3233407117812014200031200640
2:15 PM 11981063205120941024800580
2:30 PM 217420662531406520121010628
2:45 PM 3242107323090736022890667
3:00 PM 3165217325720015621151130664
3:15 PM 523930743142005930131130789
3:30 PM 321140762581907560251020698
3:45 PM 224920682621808630051080731
4:00 PM 22633072244140842001730686
4:15 PM 2200507525821015150131070693
4:30 PM 317130822612302154012930669
4:45 PM 1229206528520013330161060734
5:00 PM 31843065288180422001900660
5:15 PM 52410060271190641024890702
5:30 PM 215540792661601140001820620
5:45 PM 01782071196210731001780558
6:00 PM 31630075228180933014650572
6:15 PM 413023601851701411011670486
6:30 PM 39510672092001033014580474
6:45 PM 210730551891701142000540444
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :52 3827 47 4 1390 4837 348 0 200 77 50 1 17 57 1788 0 12695
APPROACH %'s :1.32% 97.38% 1.20% 0.10% 21.14% 73.57% 5.29% 0.00% 60.98% 23.48% 15.24% 0.30% 0.91% 3.06% 96.03% 0.00%
PEAK HR :3:15 PM 286 0 0 TOTAL
PEAK HR VOL :12 962 12 0 290 1078 71 0 28 24 14 0 3 14 396 0 2904
PEAK HR FACTOR :0.600 0.914 0.750 0.000 0.954 0.858 0.888 0.000 0.875 0.667 0.583 0.000 0.375 0.700 0.876 0.000
Data - Totals
Western Ave Western Ave Weymouth Ave Weymouth Ave
0.892 0.875 0.936 0.810
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-005
12/13/2022
03:15 PM - 04:15 PM
0.9200.920 0.882 0.917 0.882
07:30 AM - 08:30 AM
0.944
A-86
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Weymouth Ave
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
12.50.5012000.50.5100.30.31.30
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 07700640101300000270164
6:15 AM 089101246001213000300194
6:30 AM 0112201977101210001460271
6:45 AM 1118102994201541010360302
7:00 AM 01201019100202112000670333
7:15 AM 21671024145403003001860463
7:30 AM 017700441818029730111370588
7:45 AM 2187107728716019920111270729
8:00 AM 01812060297140171980001090707
8:15 AM 02121064267170111440331180714
8:30 AM 21900051217801674002980595
8:45 AM 018510432041601245003820555
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :7 1815 11 0 448 1955 89 0 207 67 35 0 6 12 963 0 5615
APPROACH %'s :0.38% 99.02% 0.60% 0.00% 17.98% 78.45% 3.57% 0.00% 66.99% 21.68% 11.33% 0.00% 0.61% 1.22% 98.17% 0.00%
PEAK HR :07:45 AM 40 0 0 TOTAL
PEAK HR VOL :4 770 4 0 252 1068 55 0 63 49 18 0 4 6 452 0 2745
PEAK HR FACTOR :0.500 0.908 0.500 0.000 0.818 0.899 0.809 0.000 0.829 0.645 0.563 0.000 0.333 0.500 0.890 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
12.50.5012000.50.5100.30.31.30
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 02002066225110681023980622
2:15 PM 0194105519618012510221240610
2:30 PM 32102071225809410341250665
2:45 PM 22157079263240111330041150736
3:00 PM 2213506826819014510151130714
3:15 PM 1204207125613011130111130677
3:30 PM 025010662681307700031090724
3:45 PM 120010672451701122025940647
4:00 PM 222540802751709110031150732
4:15 PM 22093082282300231060231060758
4:30 PM 4195306927624016620031080706
4:45 PM 3201308423417011540101000663
5:00 PM 1254405426818012720151010727
5:15 PM 220820762743101162002880702
5:30 PM 125310762482408720111120734
5:45 PM 116710752401701842024870618
6:00 PM 316600552411801440004850590
6:15 PM 113010562282101340003560513
6:30 PM 012410661942101561012710502
6:45 PM 01012076186190742004670468
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :29 3919 46 0 1392 4892 380 0 238 109 36 0 19 61 1987 0 13108
APPROACH %'s :0.73% 98.12% 1.15% 0.00% 20.89% 73.41% 5.70% 0.00% 62.14% 28.46% 9.40% 0.00% 0.92% 2.95% 96.13% 0.00%
PEAK HR :03:30 PM 287 0 0 TOTAL
PEAK HR VOL :5 884 9 0 295 1070 77 0 50 20 9 0 4 14 424 0 2861
PEAK HR FACTOR :0.625 0.884 0.563 0.000 0.899 0.949 0.642 0.000 0.543 0.500 0.375 0.000 0.500 0.700 0.922 0.000
22-020398-005
12/14/2022
03:30 PM - 04:30 PM
0.9440.894 0.915 0.506 0.936
07:45 AM - 08:45 AM
0.941
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.913 0.905 0.739 0.895
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Weymouth Ave Weymouth Ave
A-87
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Bynner Dr
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 187001431041100000139
6:15 AM 286001642010100010158
6:30 AM 0116003992031000030227
6:45 AM 01220021121030110000242
7:00 AM 21250041130031000110250
7:15 AM 01521021332062000100299
7:30 AM 31941081993054200030422
7:45 AM 515501182506071200220449
8:00 AM 218010252757033201260507
8:15 AM 220720162053021202320447
8:30 AM 22110051942053000160429
8:45 AM 11930071701011100110377
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :20 1828 5 1 92 1857 30 0 43 18 12 1 3 11 25 0 3946
APPROACH %'s :1.08% 98.60% 0.27% 0.05% 4.65% 93.84% 1.52% 0.00% 58.11% 24.32% 16.22% 1.35% 7.69% 28.21% 64.10% 0.00%
PEAK HR :7:45 AM 40 0 0 TOTAL
PEAK HR VOL :11753316492418017860381601832
PEAK HR FACTOR :0.550 0.892 0.375 0.250 0.640 0.840 0.643 0.000 0.607 0.667 0.750 0.000 0.375 0.667 0.667 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 122410121604071100330417
2:15 PM 119910111981011200020417
2:30 PM 2182001123510053200250457
2:45 PM 621800102036174200040461
3:00 PM 217810212489080100060474
3:15 PM 323410202828031100210556
3:30 PM 421800222289052101180499
3:45 PM 023510212554082002430535
4:00 PM 424100142184150000260495
4:15 PM 320901172487031200230496
4:30 PM 0189101522313250100010450
4:45 PM 1209201427910071200440533
5:00 PM 0192002623616141301030483
5:15 PM 323421202487162000620532
5:30 PM 114420162474160000050426
5:45 PM 217000161834011100110380
6:00 PM 2146001020110070100230382
6:15 PM 214300111806320301321357
6:30 PM 192001417511110200110299
6:45 PM 39900101807252000010309
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :41 3756 12 2 311 4427 150 13 96 22 25 0 5 33 64 1 8958
APPROACH %'s :1.08% 98.56% 0.31% 0.05% 6.35% 90.33% 3.06% 0.27% 67.13% 15.38% 17.48% 0.00% 4.85% 32.04% 62.14% 0.97%
PEAK HR :3:15 PM 286 0 0 TOTAL
PEAK HR VOL :11928207798325121520391802085
PEAK HR FACTOR :0.688 0.963 0.500 0.000 0.875 0.871 0.694 0.250 0.656 0.625 0.500 0.000 0.375 0.563 0.563 0.000
Data - Totals
Western Ave Western Ave Bynner Dr Bynner Dr
0.901 0.819 0.775 0.750
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-004
12/13/2022
03:15 PM - 04:15 PM
0.9380.960 0.876 0.700 0.750
07:45 AM - 08:45 AM
0.903
A-88
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & Bynner Dr
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 075000370030001010117
6:15 AM 197000511032000000155
6:30 AM 1105001730021000100184
6:45 AM 0113002960110100000214
7:00 AM 0122102980011000010226
7:15 AM 11790051423051000210339
7:30 AM 318410151670092000210384
7:45 AM 115020182705034100120457
8:00 AM 3181002225920520013120490
8:15 AM 119610192688150100130504
8:30 AM 31760051994152101130401
8:45 AM 21801062096081000220417
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :16 1758 6 0 95 1869 29 3 50 16 4 0 3 13 26 0 3888
APPROACH %'s :0.90% 98.76% 0.34% 0.00% 4.76% 93.64% 1.45% 0.15% 71.43% 22.86% 5.71% 0.00% 7.14% 30.95% 61.90% 0.00%
PEAK HR :07:45 AM 40 0 0 TOTAL
PEAK HR VOL :8703306499619218830262001852
PEAK HR FACTOR :0.667 0.897 0.375 0.000 0.727 0.922 0.594 0.500 0.900 0.500 0.750 0.000 0.500 0.500 0.417 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120001000100
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 118800151985042000340420
2:15 PM 2190101119110071310110419
2:30 PM 2195001019480722001100431
2:45 PM 323700222528222201180540
3:00 PM 221320192258140101230481
3:15 PM 119410162574042100020482
3:30 PM 422800112504030500010506
3:45 PM 121300222254131001020473
4:00 PM 120500132479061000020484
4:15 PM 3225001227411061000010533
4:30 PM 118300152538022100310469
4:45 PM 222010172188132000010473
5:00 PM 322920252409081000440525
5:15 PM 123300212438011200230515
5:30 PM 121310182342082001150486
5:45 PM 218800152195150301100440
6:00 PM 3142101522110011000020396
6:15 PM 114100111947020000110358
6:30 PM 211500151897050000010334
6:45 PM 09500111584122210100277
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :36 3847 9 0 314 4482 139 7 83 23 22 2 5 21 52 0 9042
APPROACH %'s :0.92% 98.84% 0.23% 0.00% 6.35% 90.69% 2.81% 0.14% 63.85% 17.69% 16.92% 1.54% 6.41% 26.92% 66.67% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :10872306898424313490231402009
PEAK HR FACTOR :0.625 0.920 0.375 0.000 0.773 0.957 0.750 0.375 0.813 0.500 0.450 0.000 0.500 0.375 0.438 0.000
22-020398-004
12/14/2022
02:45 PM - 03:45 PM
0.9300.922 0.950 0.813 0.475
07:45 AM - 08:45 AM
0.919
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.902 0.913 0.906 0.438
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave Bynner Dr Bynner Dr
A-89
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 9th St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120011101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 785100412011404642158
6:15 AM 383302640002105430170
6:30 AM 1411470191300370121170270
6:45 AM 1611090311220137081170289
7:00 AM 1711812021055017240717100325
7:15 AM 26 150 11 0 2 131 1 0 1 11 18 0 16 28 8 0 403
7:30 AM 53 175 18 1 6 185 3 0 2 11 17 0 26 36 13 0 546
7:45 AM 72 150 27 0 15 222 6 0 5 23 33 0 29 36 15 0 633
8:00 AM 24 161 31 0 16 273 6 0 4 19 43 0 35 34 10 0 656
8:15 AM 34 200 31 0 19 180 6 0 6 26 33 0 21 35 22 0 613
8:30 AM 35 188 13 0 6 188 3 0 2 24 29 0 27 32 9 0 556
8:45 AM 31 185 21 0 4 155 6 0 1 12 22 0 18 27 11 0 493
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :332 1719 184 1 76 1747 43 0 24 142 238 0 208 277 119 2 5112
APPROACH %'s :14.85% 76.88% 8.23% 0.04% 4.07% 93.62% 2.30% 0.00% 5.94% 35.15% 58.91% 0.00% 34.32% 45.71% 19.64% 0.33%
PEAK HR :7:45 AM 40 0 0 TOTAL
PEAK HR VOL :165 699 102 0 56 863 21 0 17 92 138 0 112 137 56 0 2458
PEAK HR FACTOR :0.573 0.874 0.823 0.000 0.737 0.790 0.875 0.000 0.708 0.885 0.802 0.000 0.800 0.951 0.636 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120011101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 29 217 19 0 7 156 6 0 7 24 31 0 26 22 12 0 556
2:15 PM 22 171 16 0 11 168 6 0 7 23 28 0 23 21 13 0 509
2:30 PM 39 172 12 0 17 223 9 0 4 32 33 0 18 27 11 0 597
2:45 PM 41 203 10 1 15 189 4 0 4 26 45 0 26 29 14 0 607
3:00 PM 35 174 21 0 9 205 5 0 7 19 47 0 31 23 11 0 587
3:15 PM 27 217 20 0 20 285 4 0 3 27 60 0 24 18 12 0 717
3:30 PM 31 201 22 0 13 213 8 0 6 31 42 0 26 27 10 0 630
3:45 PM 33 217 22 0 16 223 8 0 8 30 39 0 28 28 14 0 666
4:00 PM 33 223 29 0 23 198 6 0 5 35 50 0 26 32 14 0 674
4:15 PM 22 197 20 0 11 225 7 0 4 37 38 0 18 21 12 0 612
4:30 PM 31 176 24 1 9 211 12 0 9 45 49 0 26 32 12 0 637
4:45 PM 24 183 18 0 16 246 14 0 7 23 56 0 20 23 15 0 645
5:00 PM 39 180 23 0 17 217 5 0 5 31 43 0 25 24 9 0 618
5:15 PM 33 226 31 0 14 230 11 0 3 28 38 0 33 24 9 0 680
5:30 PM 29 138 20 0 15 225 2 0 8 24 41 0 24 22 7 0 555
5:45 PM 33 152 13 0 6 171 5 0 3 21 60 0 17 23 12 0 516
6:00 PM 23 147 19 0 16 189 2 0 1 25 45 0 17 13 5 0 502
6:15 PM 20 129 12 0 13 172 1 0 3 20 23 0 7 11 8 0 419
6:30 PM 18 90 5 0 11 164 1 0 3 16 23 0 23 11 6 0 371
6:45 PM 3 85 8 0 5 173 3 0 1 17 22 0 11 9 11 0 348
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :565 3498 364 2 264 4083 119 0 98 534 813 0 449 440 217 0 11446
APPROACH %'s :12.76% 78.98% 8.22% 0.05% 5.91% 91.42% 2.66% 0.00% 6.78% 36.96% 56.26% 0.00% 40.60% 39.78% 19.62% 0.00%
PEAK HR :3:15 PM 286 0 0 TOTAL
PEAK HR VOL :124 858 93 0 72 919 26 0 22 123 191 0 104 105 50 0 2687
PEAK HR FACTOR :0.939 0.962 0.802 0.000 0.783 0.806 0.813 0.000 0.688 0.879 0.796 0.000 0.929 0.820 0.893 0.000
22-020398-003
12/13/2022
03:15 PM - 04:15 PM
0.9370.943 0.823 0.933 0.899
07:45 AM - 08:45 AM
0.937
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.911 0.797 0.936 0.953
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave 9th St 9th St
A-90
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 9th St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120011101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 475700341001402210131
6:15 AM 592401451005505950177
6:30 AM 11102700800005106640222
6:45 AM 121108038350164111630253
7:00 AM 14 110 7 0 2 101 1 0 4 10 9 0 11 9 8 0 286
7:15 AM 341749011361008150202890435
7:30 AM 54 167 13 0 2 168 1 0 1 14 18 0 17 35 17 0 507
7:45 AM 66 143 24 0 15 224 7 0 3 28 39 0 37 37 15 0 638
8:00 AM 31 168 24 0 19 262 5 0 2 30 37 0 39 42 10 0 669
8:15 AM 45 176 23 0 14 236 4 0 5 19 21 0 29 37 13 0 622
8:30 AM 34 162 20 0 9 203 4 0 5 32 28 0 28 41 12 0 578
8:45 AM 36 173 22 0 3 184 7 0 2 18 16 0 34 24 13 0 532
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :346 1652 168 0 69 1756 37 0 23 176 197 1 239 276 110 0 5050
APPROACH %'s :15.97% 76.27% 7.76% 0.00% 3.71% 94.31% 1.99% 0.00% 5.79% 44.33% 49.62% 0.25% 38.24% 44.16% 17.60% 0.00%
PEAK HR :07:45 AM 40 0 0 TOTAL
PEAK HR VOL :176 649 91 0 57 925 20 0 15 109 125 0 133 157 50 0 2507
PEAK HR FACTOR :0.667 0.922 0.948 0.000 0.750 0.883 0.714 0.000 0.750 0.852 0.801 0.000 0.853 0.935 0.833 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120011101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 18 189 18 0 9 198 4 0 6 25 29 0 31 24 8 0 559
2:15 PM 29 162 15 0 9 164 2 0 4 35 43 0 28 26 13 0 530
2:30 PM 36 178 22 0 12 194 9 0 7 30 39 0 21 21 21 0 590
2:45 PM 49 213 27 0 22 201 6 0 8 40 50 0 27 28 14 0 685
3:00 PM 30 192 31 0 19 224 9 0 8 34 56 0 31 30 13 0 677
3:15 PM 30 184 22 0 14 235 4 0 9 31 63 0 28 27 13 0 660
3:30 PM 33 209 23 0 18 222 6 0 5 30 28 0 25 27 14 0 640
3:45 PM 35 184 27 0 16 209 14 0 4 31 38 0 30 27 20 0 635
4:00 PM 36 185 24 0 16 213 9 0 7 43 42 0 24 25 14 0 638
4:15 PM 34 220 22 0 16 257 8 0 5 34 56 0 32 27 6 0 717
4:30 PM 43 172 23 0 22 219 4 0 10 25 49 0 29 35 6 0 637
4:45 PM 32 201 25 0 14 211 5 0 6 30 47 0 27 21 9 0 628
5:00 PM 33 214 23 0 9 206 9 0 10 25 51 0 32 20 16 0 648
5:15 PM 27 218 24 0 20 237 5 0 3 33 48 0 28 23 9 0 675
5:30 PM 23 207 20 0 17 208 3 0 1 23 36 0 23 33 13 0 607
5:45 PM 25 167 17 0 16 207 6 0 5 23 45 0 17 17 9 0 554
6:00 PM 22 142 14 0 20 195 1 0 6 25 46 0 25 26 6 0 528
6:15 PM 20 130 14 0 8 183 6 0 4 18 30 0 14 15 6 0 448
6:30 PM 17 98 9 0 16 160 4 0 8 23 33 0 12 12 7 0 399
6:45 PM 1387905162201163309680351
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :585 3552 409 0 298 4105 116 0 117 574 862 0 493 470 225 0 11806
APPROACH %'s :12.87% 78.13% 9.00% 0.00% 6.59% 90.84% 2.57% 0.00% 7.53% 36.96% 55.51% 0.00% 41.50% 39.56% 18.94% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :142 798 103 0 73 882 25 0 30 135 197 0 111 112 54 0 2662
PEAK HR FACTOR :0.724 0.937 0.831 0.000 0.830 0.938 0.694 0.000 0.833 0.844 0.782 0.000 0.895 0.933 0.964 0.000
Data - Totals
Western Ave Western Ave 9th St 9th St
0.939 0.876 0.889 0.934
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-003
12/14/2022
02:45 PM - 03:45 PM
0.9720.902 0.968 0.879 0.936
07:45 AM - 08:45 AM
0.937
A-91
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 19th St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120010.50.501110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0682024640182106070156
6:15 AM 082006643091004070176
6:30 AM 0 103 7 0 5 95 5 0 18 0 3 0 11 4 19 0 270
6:45 AM 2976041115015220112180275
7:00 AM 0 117 4 0 11 112 7 0 12 2 1 0 16 1 26 0 309
7:15 AM 1 133 9 0 13 142 6 0 28 4 2 0 19 1 35 0 393
7:30 AM 1 196 16 0 16 218 6 0 31 5 0 0 21 3 37 0 550
7:45 AM 1 162 11 0 18 234 22 0 21 11 2 0 57 12 55 0 606
8:00 AM 1 175 28 0 31 302 26 0 26 10 3 0 48 9 31 0 690
8:15 AM 5 210 25 0 37 200 16 0 20 15 5 0 45 10 41 0 629
8:30 AM 1 190 24 0 21 190 19 0 14 9 0 0 34 2 28 0 532
8:45 AM 1 169 17 0 20 164 13 0 18 5 0 0 27 6 34 0 474
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :13 1702 149 0 184 1878 132 0 230 66 19 0 299 50 338 0 5060
APPROACH %'s :0.70% 91.31% 7.99% 0.00% 8.39% 85.60% 6.02% 0.00% 73.02% 20.95% 6.03% 0.00% 43.52% 7.28% 49.20% 0.00%
PEAK HR :7:30 AM 39 0 0 TOTAL
PEAK HR VOL :8 743 80 0 102 954 70 0 98 41 10 0 171 34 164 0 2475
PEAK HR FACTOR :0.400 0.885 0.714 0.000 0.689 0.790 0.673 0.000 0.790 0.683 0.500 0.000 0.750 0.708 0.745 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120010.50.501110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 2 221 23 0 24 177 16 0 30 7 6 0 21 3 34 0 564
2:15 PM 3 159 29 0 28 155 29 0 25 10 3 0 33 4 27 0 505
2:30 PM 2 198 31 0 39 224 20 0 23 5 3 0 21 6 27 0 599
2:45 PM 1 210 29 0 42 207 29 0 29 7 2 0 21 4 28 0 609
3:00 PM 3 191 27 0 44 209 20 0 27 3 1 0 17 10 24 0 576
3:15 PM 4 217 27 0 51 264 34 0 24 13 4 0 22 4 32 0 696
3:30 PM 0 239 33 0 59 221 19 0 22 10 5 0 17 8 27 0 660
3:45 PM 5 222 35 0 52 193 16 0 23 13 9 0 21 8 19 0 616
4:00 PM 4 249 35 0 46 232 29 0 22 6 4 0 23 3 33 0 686
4:15 PM 2 200 33 0 35 175 22 0 17 6 2 0 31 9 20 0 552
4:30 PM 1 188 34 0 48 245 27 0 30 12 2 0 16 4 27 0 634
4:45 PM 1 215 44 0 46 226 26 0 12 11 3 0 36 7 13 0 640
5:00 PM 1 225 33 0 46 211 27 0 25 8 2 0 12 7 26 0 623
5:15 PM 3 216 33 0 57 204 25 0 43 13 2 0 21 7 22 0 646
5:30 PM 2 162 22 0 64 233 23 0 17 9 2 0 14 5 24 0 577
5:45 PM 1 167 26 0 34 172 29 0 19 3 3 0 12 7 20 0 493
6:00 PM 2 157 22 0 45 188 22 0 24 6 6 0 11 6 16 0 505
6:15 PM 2 115 21 1 36 146 18 0 16 5 3 0 15 7 24 0 409
6:30 PM 3 90 17 0 25 156 22 0 11 1 5 0 12 8 21 0 371
6:45 PM 3831803313622010330913110344
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :45 3724 572 1 854 3974 475 0 449 151 70 0 385 130 475 0 11305
APPROACH %'s :1.04% 85.77% 13.17% 0.02% 16.10% 74.94% 8.96% 0.00% 67.01% 22.54% 10.45% 0.00% 38.89% 13.13% 47.98% 0.00%
PEAK HR :3:15 PM 286 0 0 TOTAL
PEAK HR VOL :13 927 130 0 208 910 98 0 91 42 22 0 83 23 111 0 2658
PEAK HR FACTOR :0.650 0.931 0.929 0.000 0.881 0.862 0.721 0.000 0.948 0.808 0.611 0.000 0.902 0.719 0.841 0.000
22-020398-002
12/13/2022
03:15 PM - 04:15 PM
0.9550.929 0.871 0.861 0.919
07:30 AM - 08:30 AM
0.897
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.866 0.784 0.931 0.744
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave 19th St 19th St
A-92
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 19th St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200120012001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0603054010140204160136
6:15 AM 0842064510121109240167
6:30 AM 29330282301911082150231
6:45 AM 388504832019810113210248
7:00 AM 0 103 6 0 10 108 6 0 18 2 3 0 13 1 24 0 294
7:15 AM 1 134 9 0 12 120 13 0 29 4 0 0 21 2 51 0 396
7:30 AM 1 185 15 0 23 187 8 0 26 7 0 0 18 5 50 0 525
7:45 AM 1 167 19 0 29 249 15 0 27 6 2 0 47 13 43 0 618
8:00 AM 0 194 34 0 39 267 20 0 23 1 3 0 42 6 28 0 657
8:15 AM 0 167 22 0 30 257 16 0 25 17 3 0 54 16 42 0 649
8:30 AM 1 193 22 1 22 255 7 0 14 4 1 0 47 6 29 0 602
8:45 AM 1 172 15 1 17 200 11 0 17 4 4 0 33 8 46 0 529
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :10 1640 155 2 199 1893 103 0 243 55 21 0 307 65 359 0 5052
APPROACH %'s :0.55% 90.76% 8.58% 0.11% 9.07% 86.24% 4.69% 0.00% 76.18% 17.24% 6.58% 0.00% 42.00% 8.89% 49.11% 0.00%
PEAK HR :07:45 AM 40 0 0 TOTAL
PEAK HR VOL :2 721 97 1 120 1028 58 0 89 28 9 0 190 41 142 0 2526
PEAK HR FACTOR :0.500 0.929 0.713 0.250 0.769 0.963 0.725 0.000 0.824 0.412 0.750 0.000 0.880 0.641 0.826 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200120012001110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 3 187 23 0 34 196 21 0 25 13 5 0 23 6 23 0 559
2:15 PM 1 177 20 0 24 184 11 0 18 6 4 0 18 9 29 0 501
2:30 PM 1 192 29 0 34 193 25 0 19 5 6 0 22 6 29 0 561
2:45 PM 3 248 48 0 44 204 29 0 23 14 7 0 23 4 32 0 679
3:00 PM 4 213 43 0 47 243 26 0 24 13 5 0 18 2 32 0 670
3:15 PM 3 183 33 0 58 208 29 0 17 8 5 0 28 9 30 0 611
3:30 PM 1 251 30 0 51 232 15 0 16 14 7 0 15 4 20 0 656
3:45 PM 2 205 27 0 42 184 19 0 27 10 8 0 16 6 28 0 574
4:00 PM 2 227 28 0 34 219 18 0 22 9 6 0 22 3 23 0 613
4:15 PM 4 208 25 0 49 235 28 0 29 9 5 0 22 6 26 0 646
4:30 PM 3 203 42 0 64 246 17 0 23 10 0 0 18 6 34 0 666
4:45 PM 3 202 28 0 36 200 19 0 18 7 3 0 21 14 24 0 575
5:00 PM 2 227 34 0 42 224 30 0 29 10 3 0 24 6 36 0 667
5:15 PM 2 219 26 0 60 208 30 0 27 4 8 0 11 9 28 0 632
5:30 PM 1 210 33 0 64 183 22 0 24 13 4 0 17 6 27 0 604
5:45 PM 2 187 34 0 50 160 31 0 15 5 1 1 15 4 25 0 530
6:00 PM 2 152 21 0 50 197 23 0 13 3 3 0 24 5 21 0 514
6:15 PM 0 132 28 0 46 141 20 0 18 0 3 0 13 8 16 0 425
6:30 PM 0 92 22 0 41 158 21 0 11 1 0 0 13 5 27 0 391
6:45 PM 1 86 18 0 38 131 19 0 14 11 0 0 12 4 13 0 347
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :40 3801 592 0 908 3946 453 0 412 165 83 1 375 122 523 0 11421
APPROACH %'s :0.90% 85.74% 13.35% 0.00% 17.11% 74.35% 8.54% 0.00% 62.33% 24.96% 12.56% 0.15% 36.76% 11.96% 51.27% 0.00%
PEAK HR :02:45 PM 284 0 0 TOTAL
PEAK HR VOL :11 895 154 0 200 887 99 0 80 49 24 0 84 19 114 0 2616
PEAK HR FACTOR :0.688 0.891 0.802 0.000 0.862 0.913 0.853 0.000 0.833 0.875 0.857 0.000 0.750 0.528 0.891 0.000
22-020398-002
12/14/2022
02:45 PM - 03:45 PM
0.9630.886 0.938 0.869 0.810
07:45 AM - 08:45 AM
0.961
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.900 0.925 0.700 0.833
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Western Ave Western Ave 19th St 19th St
A-93
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 25th St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200121021101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 07006533034800017210131
6:15 AM 060088410531110022230173
6:30 AM 1111010770046900143390238
6:45 AM 1830105900551620537410273
7:00 AM 0104011784048910763480292
7:15 AM 1 20 5 0 28 9 101 0 62 28 2 0 3 45 59 0 363
7:30 AM 2266 02928147074432 010761010544
7:45 AM 2 14 9 0 48 35 184 0 95 37 0 0 15 123 70 0 632
8:00 AM 3 29 15 0 77 46 183 0 94 52 0 0 28 103 74 0 704
8:15 AM 3 31 13 0 52 30 138 0 132 67 5 0 17 85 74 0 647
8:30 AM 2 24 16 0 35 35 136 0 116 71 5 0 12 87 59 0 598
8:45 AM 4 23 9 0 25 23 104 0 103 53 9 0 10 70 56 0 489
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :19 209 81 0 339 238 1311 0 912 404 27 0 108 771 665 0 5084
APPROACH %'s :6.15% 67.64% 26.21% 0.00% 17.96% 12.61% 69.44% 0.00% 67.91% 30.08% 2.01% 0.00% 6.99% 49.94% 43.07% 0.00%
PEAK HR :7:45 AM 40 TOTAL
PEAK HR VOL :10 98 53 0 212 146 641 0 437 227 10 0 72 398 277 0 2581
PEAK HR FACTOR :0.833 0.790 0.828 0.000 0.688 0.793 0.871 0.000 0.828 0.799 0.500 0.000 0.643 0.809 0.936 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200121021101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 11 25 28 0 55 23 64 0 118 67 4 0 16 62 54 0 527
2:15 PM 5 25 12 0 40 28 95 0 103 62 1 0 18 83 52 0 524
2:30 PM 6 29 21 0 61 29 110 0 110 56 2 0 25 75 58 0 582
2:45 PM 13 41 14 0 74 27 100 0 104 63 2 0 17 69 68 0 592
3:00 PM 6 27 13 0 65 31 91 0 110 95 3 0 22 67 62 0 592
3:15 PM 4 21 20 0 84 31 121 0 138 76 4 0 22 69 52 0 642
3:30 PM 8 27 29 0 69 19 104 0 161 94 5 0 18 79 46 0 659
3:45 PM 13 39 13 0 63 25 87 0 144 105 3 0 19 51 56 0 618
4:00 PM 2 32 24 0 66 38 96 1 145 93 6 0 25 71 55 0 654
4:15 PM 8 29 16 0 64 26 85 0 136 76 2 0 28 78 51 0 599
4:30 PM 8 29 24 0 70 25 104 0 132 84 6 0 21 61 46 0 610
4:45 PM 7 39 23 1 88 31 112 0 115 91 3 0 21 55 50 0 636
5:00 PM 10 40 13 0 82 21 89 0 149 98 5 0 21 64 60 0 652
5:15 PM 4 25 20 0 75 25 92 0 140 102 2 0 18 69 51 0 623
5:30 PM 4 22 13 0 97 19 95 0 92 89 1 0 8 58 46 0 544
5:45 PM 1 15 16 0 79 17 85 0 108 75 2 0 12 44 45 0 499
6:00 PM 2 16 6 0 77 12 86 0 87 57 2 0 11 41 48 0 445
6:15 PM 3116 062877076592 01124350374
6:30 PM 5 11 4 0 67 18 63 0 48 52 0 0 9 43 35 0 355
6:45 PM 2 10 4 0 54 9 65 0 51 30 1 0 2 46 29 0 303
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :122 513 319 1 1392 462 1821 1 2267 1524 56 0 344 1209 999 0 11030
APPROACH %'s :12.77% 53.72% 33.40% 0.10% 37.87% 12.57% 49.54% 0.03% 58.93% 39.62% 1.46% 0.00% 13.48% 47.37% 39.15% 0.00%
PEAK HR :3:15 PM 12:00 AM TOTAL
PEAK HR VOL :27 119 86 0 282 113 408 1 588 368 18 0 84 270 209 0 2573
PEAK HR FACTOR :0.519 0.763 0.741 0.000 0.839 0.743 0.843 0.250 0.913 0.876 0.750 0.000 0.840 0.854 0.933 0.000
03:15 PM - 04:15 PM
0.9760.892 0.852 0.937 0.932
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:45 AM - 08:45 AM
0.9170.856 0.816 0.826 0.898
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-001
12/13/2022
Data - Total
Western Ave Western Ave 25th St 25th St
A-94
National Data & Surveying Services Intersection Turning Movement Count
Location:Western Ave & 25th St
City:San Pedro Project ID:
Control:Signalized Date:
NS/EW Streets:
1200121021101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 15307621032620318260130
6:15 AM 062015340531110020230156
6:30 AM 18109566052800335310219
6:45 AM 2111077730491200337350237
7:00 AM 0 10 2 0 16 9 80 0 51 22 3 0 7 42 45 0 287
7:15 AM 0 16 4 0 22 8 92 0 58 23 1 0 3 50 59 0 336
7:30 AM 1 24 5 0 32 19 130 0 72 21 0 0 6 70 94 0 474
7:45 AM 3 13 14 0 56 34 184 0 88 31 4 0 17 104 77 0 625
8:00 AM 3 29 9 0 56 39 179 0 99 47 1 0 24 115 71 0 672
8:15 AM 5 21 12 0 73 52 169 0 87 62 0 0 29 107 88 0 705
8:30 AM 2299 04245173092637 02291670642
8:45 AM 3 16 3 0 19 32 156 0 108 43 5 0 28 100 61 0 574
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :21 188 65 0 340 261 1357 0 841 349 24 0 145 789 677 0 5057
APPROACH %'s :7.66% 68.61% 23.72% 0.00% 17.36% 13.33% 69.31% 0.00% 69.28% 28.75% 1.98% 0.00% 9.00% 48.98% 42.02% 0.00%
PEAK HR :07:45 AM 40 TOTAL
PEAK HR VOL :13 92 44 0 227 170 705 0 366 203 12 0 92 417 303 0 2644
PEAK HR FACTOR :0.650 0.793 0.786 0.000 0.777 0.817 0.958 0.000 0.924 0.806 0.429 0.000 0.793 0.907 0.861 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
1200121021101110
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 6 3121 0 592678 0 9155 6 0 249654 0547
2:15 PM 1 32 19 0 61 36 91 0 113 61 1 0 25 85 49 0 574
2:30 PM 6 22 11 0 43 27 103 0 105 74 5 0 20 81 71 0 568
2:45 PM 5 72 27 0 81 23 106 0 150 96 1 0 12 74 71 0 718
3:00 PM 11 28 21 0 65 24 116 0 131 96 5 0 21 66 47 0 631
3:15 PM 5 21 22 0 83 25 104 0 121 92 3 0 11 69 61 0 617
3:30 PM 7 28 15 0 56 38 98 0 145 86 5 0 14 76 58 0 626
3:45 PM 6 27 17 0 74 15 97 0 142 78 2 0 10 47 46 0 561
4:00 PM 4 32 18 0 71 26 109 0 146 74 5 0 18 57 60 0 620
4:15 PM 3 21 15 0 82 43 94 0 119 86 4 0 17 60 55 0 599
4:30 PM 7 27 24 0 66 48 95 0 129 66 2 0 28 63 67 0 622
4:45 PM 5 28 27 0 80 26 86 0 149 81 5 0 17 62 55 0 621
5:00 PM 3 32 16 0 75 21 104 0 158 78 3 0 14 67 47 0 618
5:15 PM 3 28 18 0 95 17 85 0 150 80 2 0 17 54 57 0 606
5:30 PM 7 19 15 0 70 19 73 0 127 87 2 0 9 64 48 0 540
5:45 PM 1 23 7 0 74 16 88 0 124 59 1 0 9 47 51 0 500
6:00 PM 1 16 8 0 75 15 90 0 82 71 0 0 2 37 43 0 440
6:15 PM 3 14 4 0 68 11 68 0 82 53 1 0 8 37 38 0 387
6:30 PM 4 11 7 0 71 9 69 0 57 46 0 0 3 36 27 0 340
6:45 PM 57404913600524310747260314
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :93 519 316 0 1398 478 1814 0 2373 1462 54 0 286 1225 1031 0 11049
APPROACH %'s :10.02% 55.93% 34.05% 0.00% 37.89% 12.95% 49.16% 0.00% 61.02% 37.59% 1.39% 0.00% 11.25% 48.19% 40.56% 0.00%
PEAK HR :02:45 PM 284 TOTAL
PEAK HR VOL :28 149 85 0 285 110 424 0 547 370 14 0 58 285 237 0 2592
PEAK HR FACTOR :0.636 0.517 0.787 0.000 0.858 0.724 0.914 0.000 0.912 0.964 0.700 0.000 0.690 0.938 0.835 0.000
02:45 PM - 03:45 PM
0.9030.630 0.966 0.942 0.924
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:45 AM - 08:45 AM
0.9380.909 0.937 0.897 0.906
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-020398-001
12/14/2022
Data - Total
Western Ave Western Ave 25th St 25th St
A-95
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Median Openings
A-96
Date:8/29/2023
Site Code:1
Location:Rolling Hills View Ctr
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 1 3 4 7:00 AM011
7:15 AM 1 2 3 7:15 AM022
7:30 AM 0 0 0 7:30 AM134
7:45 AM 0 2 2 7:45 AM000
8:00 AM 1 4 5 8:00 AM055
8:15 AM 1 3 4 8:15 AM022
8:30 AM 6 2 8 8:30 AM044
8:45 AM 3 0 3 8:45 AM123
AM Total13162929AM Total 2 19 21 21
4:00 PM 6 6 12 4:00 PM 21012
4:15 PM 1 6 7 4:15 PM066
4:30 PM 4 5 9 4:30 PM 01010
4:45 PM 4 9 13 4:45 PM044
5:00 PM 5 7 12 5:00 PM 11213
5:15 PM 7 4 11 5:15 PM099
5:30 PM 2 5 7 5:30 PM066
5:45 PM 6 1 7 5:45 PM 01010
PM Total35437878PM Total 3 67 70 70
Total 48 59 107 107 Total 5 86 91 91
3837
41
9
20
Ins Outs
7
14
32
A-97
Date:8/29/2023
Site Code:2
Location:Garden Village Shopping Ctr
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 17 4 21 7:00 AM033
7:15 AM 18 6 24 7:15 AM145
7:30 AM 11 1 12 7:30 AM246
7:45 AM 11 3 14 7:45 AM044
8:00 AM 18 7 25 8:00 AM044
8:15 AM 11 6 17 8:15 AM257
8:30 AM 18 9 27 8:30 AM235
8:45 AM 14 10 24 8:45 AM246
AM Total 118 46 164 164 AM Total 9 31 40 40
4:00 PM 19 13 32 4:00 PM 6 6 12
4:15 PM 19 17 36 4:15 PM 21012
4:30 PM 24 15 39 4:30 PM 11011
4:45 PM 26 18 44 4:45 PM 21113
5:00 PM 37 12 49 5:00 PM055
5:15 PM 25 13 38 5:15 PM 2 9 11
5:30 PM 22 15 37 5:30 PM 21012
5:45 PM 17 9 26 5:45 PM 11213
PM Total 189 112 301 301 PM Total16738989
Total 307 158 465 465 Total 25 104 129 129
151 48
150 41
Ins Outs
71 18
93 22
A-98
Date:8/29/2023
Site Code:3
Location:Westmont Plaza Shopping Ctr
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 3 5 8 7:00 AM415
7:15 AM 3 7 10 7:15 AM011
7:30 AM 3 4 7 7:30 AM314
7:45 AM 3 8 11 7:45 AM112
8:00 AM 6 8 14 8:00 AM123
8:15 AM 4 15 19 8:15 AM235
8:30 AM 6 9 15 8:30 AM101
8:45 AM 6 8 14 8:45 AM 6 5 11
AM Total 34 64 98 98 AM Total18143232
4:00 PM 5 16 21 4:00 PM 9 5 14
4:15 PM 5 13 18 4:15 PM538
4:30 PM 6 14 20 4:30 PM729
4:45 PM 5 12 17 4:45 PM 10 1 11
5:00 PM 5 14 19 5:00 PM358
5:15 PM 5 11 16 5:15 PM415
5:30 PM 5 13 18 5:30 PM 6 5 11
5:45 PM 6 9 15 5:45 PM 6 4 10
PM Total 42 102 144 144 PM Total50267676
Total 76 166 242 242 Total 68 40 108 108
76 42
68 34
Ins Outs
36 12
62 20
A-99
Date:8/29/2023
Site Code:4
Location:Palos Verdes Plaza
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 0 1 1 7:00 AM224
7:15 AM 1 1 2 7:15 AM000
7:30 AM 1 0 1 7:30 AM112
7:45 AM 1 1 2 7:45 AM022
8:00 AM 4 1 5 8:00 AM011
8:15 AM 9 1 10 8:15 AM044
8:30 AM 6 2 8 8:30 AM 2 8 10
8:45 AM 17 1 18 8:45 AM156
AM Total 39 8 47 47 AM Total 6 23 29 29
4:00 PM 7 4 11 4:00 PM 62026
4:15 PM 17 7 24 4:15 PM 51217
4:30 PM 15 4 19 4:30 PM 22628
4:45 PM 15 10 25 4:45 PM 42933
5:00 PM 7 2 9 5:00 PM 31316
5:15 PM 10 4 14 5:15 PM 61622
5:30 PM 3 3 6 5:30 PM 7 8 15
5:45 PM 6 2 8 5:45 PM 31013
PM Total 80 36 116 116 PM Total 36 134 170 170
Total 119 44 163 163 Total 42 157 199 199
79 104
37 66
Ins Outs
68
41 21
A-100
Date:8/29/2023
Site Code:5
Location:Terraces at South Bay /Harbour Cove
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Through Right Turn Total Total Start Time Left Turn Through Right Turn Total Total
7:00 AM 10 0 2 12 7:00 AM0088
7:15 AM 14 0 1 15 7:15 AM 0 0 18 18
7:30 AM 16 0 3 19 7:30 AM 0 0 12 12
7:45 AM 32 0 3 35 7:45 AM 0 0 14 14
8:00 AM 39 0 8 47 8:00 AM 0 0 12 12
8:15 AM 50 0 7 57 8:15 AM 0 0 10 10
8:30 AM 45 0 8 53 8:30 AM 0 0 13 13
8:45 AM 48 1 5 54 8:45 AM 0 0 10 10
AM Total 254 1 37 292 292 AM Total 0 0 97 97 97
4:00 PM 58 0 13 71 4:00 PM 0 0 37 37
4:15 PM 54 1 16 71 4:15 PM 0 0 28 28
4:30 PM 51 0 13 64 4:30 PM 0 0 26 26
4:45 PM 64 0 19 83 4:45 PM 0 0 22 22
5:00 PM 52 0 20 72 5:00 PM 0 0 30 30
5:15 PM 60 0 22 82 5:15 PM 0 0 24 24
5:30 PM 67 0 20 87 5:30 PM 0 0 27 27
5:45 PM 46 0 14 60 5:45 PM 0 0 30 30
PM Total 452 1 137 590 590 PM Total 0 0 224 224 224
Total 706 2 174 882 882 Total 0 0 321 321 321
Ins Outs
81 52
211 45
(West of Western Ave)
289 113
301 111
A-101
Start Time Left Turn Through Right Turn Total Total Start Time Left Turn Through Right Turn Total Total
7:00 AM3003 7:00 AM0000
7:15 AM2046 7:15 AM0000
7:30 AM3025 7:30 AM0022
7:45 AM6028 7:45 AM0000
8:00 AM 8 0 2 10 8:00 AM0011
8:15 AM 8 0 2 10 8:15 AM0022
8:30 AM 7 0 5 12 8:30 AM0011
8:45 AM 12 0 9 21 8:45 AM0112
AM Total 49 0 26 75 75 AM Total 01788
4:00 PM 10 0 1 11 4:00 PM0022
4:15 PM7029 4:15 PM0156
4:30 PM 8 0 5 13 4:30 PM0033
4:45 PM6039 4:45 PM0033
5:00 PM5005 5:00 PM0044
5:15 PM3014 5:15 PM0044
5:30 PM5016 5:30 PM0011
5:45 PM6028 5:45 PM0033
PM Total 50 0 15 65 65 PM Total 0 1 25 26 26
Total 99 0 41 140 140 Total 0 2 32 34 34
(East of Western Ave)
42 14
23 12
Ins Outs
22 2
53 6
A-102
Date:8/29/2023
Site Code:6
Location:Park Plaza
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Through Right Turn Total Total Start Time Left Turn Through Right Turn Total Total
7:00 AM10 01 7:00 AM0011
7:15 AM10 01 7:15 AM0000
7:30 AM10 01 7:30 AM0000
7:45 AM30 03 7:45 AM0112
8:00 AM30 03 8:00 AM1001
8:15 AM10 01 8:15 AM1124
8:30 AM42 06 8:30 AM0112
8:45 AM42 06 8:45 AM1135
AM Total 18 4 0 22 22 AM Total 3 4 8 15 15
4:00 PM50 16 4:00 PM0303
4:15 PM43 07 4:15 PM1067
4:30 PM60 06 4:30 PM2237
4:45 PM34 07 4:45 PM0347
5:00 PM70 07 5:00 PM1124
5:15 PM70 07 5:15 PM0134
5:30 PM51 06 5:30 PM1124
5:45 PM43 07 5:45 PM12710
PM Total 41 11 1 53 53 PM Total 6 13 27 46 46
Total 59 15 1 75 75 Total 9 17 35 61 61
26 24
27 22
Ins Outs
63
16 12
A-103
Date:8/29/2023
Site Code:7
Location:Starbucks/Bagels Galore Ctr
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 7 1 8 7:00 AM 01010
7:15 AM 7 5 12 7:15 AM044
7:30 AM 15 2 17 7:30 AM 2 9 11
7:45 AM 15 2 17 7:45 AM 1 9 10
8:00 AM 22 10 32 8:00 AM 11112
8:15 AM 8 8 16 8:15 AM 11819
8:30 AM 17 7 24 8:30 AM 02020
8:45 AM 15 5 20 8:45 AM 11314
AM Total 106 40 146 146 AM Total 6 94 100 100
4:00 PM 14 6 20 4:00 PM 01919
4:15 PM 6 5 11 4:15 PM 21416
4:30 PM 9 3 12 4:30 PM189
4:45 PM 14 5 19 4:45 PM 11011
5:00 PM 15 4 19 5:00 PM 11617
5:15 PM 12 4 16 5:15 PM 11718
5:30 PM 16 4 20 5:30 PM 21719
5:45 PM 13 2 15 5:45 PM 11314
PM Total 99 33 132 132 PM Total 9 114 123 123
Total 205 73 278 278 Total 15 208 223 223
62 55
70 68
Ins Outs
54 35
92 65
A-104
Date:8/29/2023
Site Code:8
Location:America's Best Value Inn
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 2 0 2 7:00 AM022
7:15 AM 5 0 5 7:15 AM000
7:30 AM 5 0 5 7:30 AM011
7:45 AM 7 0 7 7:45 AM101
8:00 AM 1 0 1 8:00 AM011
8:15 AM 2 0 2 8:15 AM101
8:30 AM 1 0 1 8:30 AM000
8:45 AM 2 0 2 8:45 AM011
AM Total 25 0 25 25 AM Total2577
4:00 PM 3 2 5 4:00 PM022
4:15 PM 8 2 10 4:15 PM011
4:30 PM 4 2 6 4:30 PM134
4:45 PM 7 2 9 4:45 PM000
5:00 PM 4 2 6 5:00 PM000
5:15 PM 7 5 12 5:15 PM022
5:30 PM 4 0 4 5:30 PM033
5:45 PM 10 3 13 5:45 PM112
PM Total 47 18 65 65 PM Total 2 12 14 14
Total 72189090Total 4 172121
30 7
35 7
Ins Outs
19 4
63
A-105
Date:8/29/2023
Site Code:9
Location:Dodsons Ave/Western Ave
Time:7:00‐9:00 AM | 4:00‐6:00 PM
Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total
7:00 AM 2 1 3 7:00 AM 3 7 10
7:15 AM 3 9 12 7:15 AM 10 6 16
7:30 AM 5 9 14 7:30 AM459
7:45 AM 7 8 15 7:45 AM 7 6 13
8:00 AM 13 11 24 8:00 AM 4 7 11
8:15 AM 6 20 26 8:15 AM437
8:30 AM 2 17 19 8:30 AM 2 9 11
8:45 AM 2 17 19 8:45 AM336
AM Total 40 92 132 132 AM Total37468383
4:00 PM 9 15 24 4:00 PM628
4:15 PM 10 20 30 4:15 PM 8 2 10
4:30 PM 11 16 27 4:30 PM819
4:45 PM 6 13 19 4:45 PM639
5:00 PM 15 18 33 5:00 PM549
5:15 PM 6 18 24 5:15 PM516
5:30 PM 13 15 28 5:30 PM437
5:45 PM 9 23 32 5:45 PM 9 4 13
PM Total 79 138 217 217 PM Total51207171
Total 119 230 349 349 Total 88 66 154 154
100 36
117 35
Ins Outs
44 48
88 35
A-106
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Travel Time Runs
A-107
National Data and Surveying Services
22-020397
NB WESTERN AVE DAY 1 AM
Study Name : NB WESTERN AVE DAY 1 AM
Study Date : 12/6/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 25th St
2 1674 19th St 57.0 0.3 20.0 18.5 12.8 28.3 57.0
3 3870 9th St 66.8 0.0 39.5 0.0 0.0 5.8 50.8
4 902 Bynner Dr 16.0 0.0 38.4 0.0 0.0 0.3 16.0
5 2227 Weymouth Ave 62.3 1.0 24.4 11.5 12.8 30.0 57.3
6 505 1st St 14.5 0.0 23.7 2.8 0.0 7.5 14.5
7 1310 Summerland Ave 46.3 0.5 19.3 18.8 12.8 23.3 46.3
8 1108 Crestwood St 27.0 0.3 28.0 5.0 1.5 9.8 27.0
9 762 Park Western Dr 21.5 0.3 24.2 5.0 3.3 8.8 21.5
10 580 Capitol Dr 16.5 0.3 24.0 4.0 0.5 7.8 16.5
11 1603 Caddington Dr 30.3 0.0 36.1 0.0 0.0 1.0 28.8
12 980 Toscanini Dr 18.8 0.0 35.6 1.3 0.0 3.8 18.8
13 1175 Westmont Dr 51.3 0.8 15.6 25.0 13.8 37.3 51.3
14 1390 Highpark Dr 48.3 0.8 19.6 17.8 2.8 28.8 48.3
15 1249 Horizon Way 23.8 0.0 35.9 0.0 0.0 0.0 23.8
16 2078 Peninsula Verde Dr 35.0 0.0 40.5 0.0 0.0 0.0 32.5
17 1194 Palos Verdes Dr N 39.8 0.3 20.5 17.0 15.0 21.5 37.3
18 2233 262nd St 41.5 0.0 36.7 0.0 0.0 2.0 41.5
19 855 Anaheim St 37.8 0.8 15.4 19.0 12.0 25.3 37.8
20 807 Pacific Coast Hwy 26.8 0.5 20.6 8.5 0.8 14.0 26.3
Total 26,502 680.8 5.5 26.5 154.0 87.8 254.8 652.8
Stats based on 4 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-108
National Data and Surveying Services
22-020397
NB WESTERN AVE DAY 1 PM
Study Name : NB WESTERN AVE DAY 1 PM
Study Date : 12/6/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 25th St
2 1662 19th St 53.5 0.5 21.2 16.2 8.0 27.7 53.5
3 3908 9th St 78.7 0.3 33.9 2.5 7.3 15.8 66.2
4 920 Bynner Dr 28.5 0.5 22.0 7.8 3.7 14.3 28.5
5 2186 Weymouth Ave 65.7 0.3 22.7 22.0 19.5 31.0 63.8
6 520 1st St 31.0 0.3 11.4 20.0 14.0 24.8 30.0
7 1354 Summerland Ave 71.8 0.8 12.9 40.8 24.8 52.7 71.8
8 1095 Crestwood St 29.5 0.2 25.3 4.7 1.5 9.7 29.5
9 767 Park Western Dr 40.7 0.7 12.9 23.0 13.7 30.7 40.7
10 581 Capitol Dr 31.8 0.7 12.4 18.3 9.5 25.8 31.8
11 1604 Caddington Dr 52.0 0.7 21.0 16.8 6.5 26.3 52.0
12 976 Toscanini Dr 24.5 0.2 27.2 4.5 3.0 6.3 24.5
13 1166 Westmont Dr 41.8 0.7 19.0 15.7 7.5 23.5 41.8
14 1406 Highpark Dr 39.7 0.2 24.2 8.7 5.0 14.3 39.7
15 1230 Horizon Way 32.8 0.3 25.5 8.8 5.0 12.5 32.0
16 2080 Peninsula Verde Dr 37.2 0.0 38.2 0.0 0.0 0.7 35.0
17 1166 Palos Verdes Dr N 33.2 0.2 24.0 9.2 6.3 14.5 33.2
18 2257 262nd St 43.2 0.0 35.6 0.2 0.0 2.3 42.2
19 869 Anaheim St 20.5 0.2 28.9 1.8 1.7 7.2 19.7
20 944 Pacific Coast Hwy 72.0 0.8 8.9 51.8 38.7 58.0 71.5
Total 26,691 828.0 7.5 22.0 272.8 175.7 398.2 807.3
Stats based on 6 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-109
National Data and Surveying Services
22-020397
NB WESTERN AVE DAY 2 AM
Study Name : NB WESTERN AVE DAY 2 AM
Study Date : 12/7/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 25th St
2 1656 19th St 43.0 0.3 26.3 4.5 0.8 14.8 43.0
3 3911 9th St 74.5 0.3 35.8 4.5 7.8 13.8 56.3
4 914 Bynner Dr 18.5 0.3 33.7 1.3 0.0 3.3 16.8
5 2225 Weymouth Ave 65.5 1.0 23.2 14.5 15.0 34.3 56.8
6 477 1st St 11.8 0.0 27.7 0.8 0.0 3.3 11.8
7 1351 Summerland Ave 47.8 0.5 19.3 16.8 9.8 24.3 47.8
8 1137 Crestwood St 49.8 1.0 15.6 23.8 10.0 35.8 49.8
9 693 Park Western Dr 17.5 0.0 27.0 1.3 0.0 6.8 17.5
10 585 Capitol Dr 12.8 0.0 31.3 0.3 0.0 0.0 12.8
11 1644 Caddington Dr 31.0 0.0 36.2 0.0 0.0 1.0 31.0
12 946 Toscanini Dr 20.3 0.0 31.9 1.8 0.0 3.5 20.3
13 1187 Westmont Dr 55.3 0.5 14.6 30.0 23.8 36.5 55.3
14 1410 Highpark Dr 48.8 0.5 19.7 17.5 7.5 25.8 48.8
15 1250 Horizon Way 37.0 0.3 23.0 12.5 10.0 14.8 37.0
16 2055 Peninsula Verde Dr 34.5 0.0 40.6 0.0 0.0 1.0 30.3
17 1144 Palos Verdes Dr N 24.0 0.0 32.5 1.3 0.0 6.3 20.8
18 2302 262nd St 39.5 0.0 39.7 0.0 0.0 0.0 37.8
19 814 Anaheim St 20.0 0.3 27.8 3.8 0.3 6.3 20.0
20 924 Pacific Coast Hwy 53.3 0.8 11.8 32.0 16.3 41.5 52.8
Total 26,625 704.5 5.5 25.8 166.3 101.0 272.5 666.0
Stats based on 4 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-110
National Data and Surveying Services
22-020397
NB WESTERN AVE DAY 2 PM
Study Name : NB WESTERN AVE DAY 2 PM
Study Date : 12/7/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 25th St
2 1660 19th St 46.8 0.3 24.2 9.2 4.0 20.3 46.8
3 3876 9th St 74.0 0.3 35.7 0.5 0.5 11.8 66.0
4 880 Bynner Dr 16.5 0.0 36.4 0.0 0.0 0.3 16.5
5 2251 Weymouth Ave 95.0 0.8 16.2 46.2 42.2 61.0 95.0
6 485 1st St 14.5 0.2 22.8 3.7 0.0 7.5 14.5
7 1363 Summerland Ave 62.8 0.7 14.8 31.7 21.0 41.2 62.8
8 1109 Crestwood St 48.7 0.7 15.5 24.0 16.2 29.5 48.7
9 741 Park Western Dr 22.3 0.2 22.6 6.0 2.0 9.0 22.3
10 616 Capitol Dr 46.8 0.8 9.0 32.5 20.3 40.8 46.8
11 1616 Caddington Dr 42.0 0.5 26.2 6.8 2.3 14.0 42.0
12 948 Toscanini Dr 25.7 0.2 25.2 5.8 5.3 6.8 25.7
13 1169 Westmont Dr 65.3 0.8 12.2 38.3 31.3 47.5 65.3
14 1375 Highpark Dr 32.8 0.2 28.6 4.7 3.0 8.2 32.5
15 1262 Horizon Way 26.2 0.2 32.9 3.3 2.5 5.3 21.3
16 2115 Peninsula Verde Dr 34.7 0.0 41.6 0.0 0.0 0.7 28.2
17 1133 Palos Verdes Dr N 35.3 0.5 21.9 12.5 8.0 18.0 35.0
18 2303 262nd St 44.3 0.2 35.4 0.3 0.3 5.2 43.2
19 813 Anaheim St 24.3 0.5 22.8 7.5 2.3 12.2 22.8
20 978 Pacific Coast Hwy 83.7 0.8 8.0 62.0 44.5 71.8 83.2
Total 26,693 841.8 7.8 21.6 295.0 205.8 411.2 818.7
Stats based on 6 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-111
National Data and Surveying Services
22-020397
SB WESTERN AVE DAY 1 AM
Study Name : SB WESTERN AVE DAY 1 AM
Study Date : 12/6/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 Pacific Coast Hwy
2 974 260th St 27.8 0.0 23.9 5.0 0.0 11.5 27.8
3 765 262nd St 17.3 0.0 30.2 0.3 0.0 3.0 17.3
4 2341 Palos Verdes Dr N 51.8 0.3 30.8 1.3 0.5 8.5 51.8
5 1070 Peninsula Verde Dr 24.3 0.3 30.1 2.5 0.3 7.3 24.3
6 2099 Green Hills Dr 33.5 0.0 42.7 0.0 0.0 0.0 22.8
7 1229 Avenue Aprenda 23.3 0.0 36.0 1.3 0.0 3.8 19.3
8 1469 Delasonde Dr 49.3 0.5 20.3 18.8 13.5 25.3 49.3
9 1180 Toscanini Dr 31.5 0.3 25.5 7.0 2.5 11.5 31.5
10 1002 Caddington Dr 24.0 0.3 28.5 3.0 1.3 5.8 24.0
11 1591 Trudie Dr 44.5 0.3 24.4 13.5 10.8 18.8 44.5
12 588 Park Western Dr 23.3 0.5 17.2 11.0 6.0 14.5 23.3
13 743 Crestwood St 15.3 0.0 33.2 0.3 0.0 2.5 15.3
14 1110 Summerland St 27.8 0.5 27.3 4.3 0.0 8.8 27.8
15 1329 1st St 32.0 0.3 28.3 2.3 0.0 9.3 32.0
16 501 Weymouth Ave 12.3 0.0 27.9 1.3 0.0 3.3 12.3
17 2139 Bynner Dr 39.3 0.0 37.2 0.0 0.0 0.0 39.3
18 1019 9th St 33.5 0.5 20.7 11.8 5.0 17.5 33.5
19 3874 Morse Dr 64.5 0.0 41.0 0.0 0.0 1.3 53.8
20 1525 25th St 45.8 0.8 22.7 12.8 7.0 19.8 45.3
Total 26,548 620.5 4.3 29.2 96.0 46.8 172.0 594.5
Stats based on 4 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-112
National Data and Surveying Services
22-020397
SB WESTERN AVE DAY 1 PM
Study Name : SB WESTERN AVE DAY 1 PM
Study Date : 12/6/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 Pacific Coast Hwy
2 1067 260th St 51.8 0.5 14.0 27.2 19.2 36.3 51.8
3 746 262nd St 17.7 0.3 28.8 2.0 0.3 4.2 17.7
4 2362 Palos Verdes Dr N 65.8 0.3 24.5 14.5 12.5 23.0 65.8
5 1060 Peninsula Verde Dr 36.2 0.2 20.0 13.3 12.5 16.2 36.2
6 2108 Green Hills Dr 43.8 0.5 32.8 1.2 1.3 8.8 38.5
7 1237 Avenue Aprenda 27.7 0.0 30.5 1.2 0.0 5.2 26.8
8 1457 Delasonde Dr 44.0 0.5 22.6 10.8 2.5 20.3 44.0
9 1153 Toscanini Dr 32.8 0.3 23.9 8.2 4.0 12.2 32.8
10 972 Caddington Dr 29.0 0.0 22.9 6.7 2.8 11.3 29.0
11 1638 Trudie Dr 44.8 0.5 24.9 8.3 2.5 19.0 44.8
12 597 Park Western Dr 22.5 0.3 18.1 9.0 4.3 13.8 22.5
13 730 Crestwood St 39.7 0.5 12.5 22.7 13.7 30.3 39.7
14 1084 Summerland St 64.5 0.8 11.5 39.8 22.3 53.0 64.5
15 1349 1st St 45.2 0.3 20.4 15.7 10.7 23.3 45.2
16 503 Weymouth Ave 50.5 1.0 6.8 38.8 28.0 45.5 50.5
17 2137 Bynner Dr 45.2 0.2 32.3 4.8 4.8 7.8 45.2
18 998 9th St 31.5 0.7 21.6 11.2 4.3 17.3 31.5
19 3833 Morse Dr 84.7 0.5 30.9 5.5 15.0 26.0 63.3
20 1735 25th St 48.5 0.3 24.4 11.8 7.5 19.2 48.0
Total 26,766 825.8 7.8 22.1 252.7 168.3 392.8 797.8
Stats based on 6 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-113
National Data and Surveying Services
22-020397
SB WESTERN AVE DAY 2 AM
Study Name : SB WESTERN AVE DAY 2 AM
Study Date : 12/7/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 Pacific Coast Hwy
2 985 260th St 29.3 0.3 23.0 6.3 2.0 11.8 29.3
3 765 262nd St 15.8 0.0 33.1 0.0 0.0 1.3 15.8
4 2333 Palos Verdes Dr N 85.5 0.8 18.6 33.3 31.3 46.8 84.8
5 1069 Peninsula Verde Dr 21.5 0.0 33.9 0.0 0.0 1.5 21.5
6 2094 Green Hills Dr 33.3 0.0 42.9 0.0 0.0 1.3 23.8
7 1272 Avenue Aprenda 31.8 0.5 27.3 6.5 5.8 12.3 28.0
8 1419 Delasonde Dr 36.0 0.3 26.9 7.3 4.8 13.0 35.5
9 1179 Toscanini Dr 35.0 0.5 23.0 9.3 4.0 17.0 35.0
10 979 Caddington Dr 20.8 0.0 32.2 0.0 0.0 2.5 20.8
11 1628 Trudie Dr 33.5 0.5 33.1 1.8 0.3 7.8 33.5
12 543 Park Western Dr 10.8 0.0 34.4 0.0 0.0 0.5 10.8
13 752 Crestwood St 23.5 0.3 21.8 9.8 7.0 12.0 23.5
14 1064 Summerland St 28.5 0.3 25.5 9.3 5.8 12.0 28.5
15 1413 1st St 45.5 0.8 21.2 15.3 13.0 22.0 45.5
16 509 Weymouth Ave 15.5 0.3 22.4 4.5 0.5 8.5 15.5
17 2113 Bynner Dr 53.8 0.3 26.8 11.0 11.5 18.0 53.8
18 1009 9th St 27.3 0.3 25.2 6.5 2.5 10.8 27.3
19 3878 Morse Dr 63.5 0.0 41.6 0.0 0.0 2.0 42.3
20 1649 25th St 50.0 0.5 22.5 15.0 14.3 22.5 49.3
Total 26,653 660.5 5.3 27.5 135.5 102.5 223.3 624.0
Stats based on 4 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-114
National Data and Surveying Services
22-020397
SB WESTERN AVE DAY 2 PM
Study Name : SB WESTERN AVE DAY 2 PM
Study Date : 12/7/2022
Page No. : 3Overall Output Statistics
Node Length Node Travel # of Avg Total Time <=Time <=Time <=
#Time Stops Speed Delay 0 MPH 25 MPH 45 MPH
1 0 Pacific Coast Hwy
2 971 260th St 27.2 0.2 24.4 5.0 1.2 10.2 27.2
3 753 262nd St 18.0 0.2 28.5 2.5 0.0 6.7 18.0
4 2338 Palos Verdes Dr N 112.3 1.0 14.2 58.7 53.0 74.2 112.3
5 1067 Peninsula Verde Dr 33.0 0.2 22.0 9.7 5.7 15.0 33.0
6 2124 Green Hills Dr 61.8 0.7 23.4 16.2 12.3 28.5 60.3
7 1248 Avenue Aprenda 48.3 0.5 17.6 20.3 13.3 28.0 46.8
8 1433 Delasonde Dr 58.0 0.5 16.8 26.0 14.2 35.0 58.0
9 1148 Toscanini Dr 32.0 0.3 24.5 8.3 1.8 13.7 32.0
10 1004 Caddington Dr 29.7 0.3 23.1 7.0 2.3 11.8 29.7
11 1621 Trudie Dr 57.3 0.8 19.3 21.2 10.3 30.5 57.3
12 581 Park Western Dr 21.0 0.2 18.9 7.5 4.3 12.3 21.0
13 751 Crestwood St 27.8 0.5 18.4 10.5 2.3 20.0 27.8
14 1057 Summerland St 59.7 0.8 12.1 35.5 16.0 50.3 59.7
15 1369 1st St 47.3 0.7 19.7 15.5 6.0 24.8 47.3
16 488 Weymouth Ave 16.5 0.2 20.2 6.7 3.0 9.2 15.8
17 2171 Bynner Dr 47.7 0.2 31.1 7.5 7.2 10.2 47.0
18 936 9th St 42.5 0.7 15.0 22.7 11.0 29.5 42.5
19 3901 Morse Dr 83.3 0.5 31.9 8.2 14.3 23.5 62.7
20 1639 25th St 36.0 0.2 31.0 0.7 0.0 6.5 35.7
Total 26,600 859.5 8.5 21.1 289.5 178.3 439.8 834.2
Stats based on 6 BEFORE runs.
Stops based on a Stop Speed of 5 MPH.
Total Delay based on a Normal Speed of 30 MPH.
A-115
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX B – LOS CALCULATION SHEETS
A-116
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Existing Conditions
A-117
Existing Conditions
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 56.1 E 24.3 C
NB 36.8 D 35.6 D
SB 21.1 C 27.4 C
EB 49.1 D 50.3 D
WB 34.0 C 30.3 C
NB 7.6 A 7.7 A
SB 5.6 A 8.1 A
EB 54.1 D 53.9 D
WB 69.0 E 63.9 E
NB 37.5 D 30.0 C
SB 38.5 D 39.9 D
EB 27.1 C 26.7 C
WB 0.0 A 0.0 A
NB 17.1 B 4.7 A
SB 10.3 B 5.0 A
EB 0.0 A 48.9 D
WB 12.0 B 7.8 A
NB 11.7 B 10.1 B
SB 11.6 B 12.9 B
EB 40.2 D 58.9 E
WB 54.1 D 53.4 D
NB 54.7 D 25.7 C
SB 46.3 D 65.3 E
EB 59.5 E 48.7 D
WB 38.2 D 42.8 D
NB 162.3 F 111.8 F
SB 30.1 C 48.3 D
EB 57.1 E 22.9 C
WB 77.6 E 73.8 E
NB 9.3 A 5.3 A
SB 35.4 D 21.3 C
EB 50.2 D 56.2 E
WB 16.6 B 18.3 B
NB 19.4 B 24.7 C
SB 6.9 A 44.5 D
EB 39.4 D 42.1 D
WB 36.2 D 31.5 C
NB 21.3 C 29.3 C
SB 19.2 B 20.4 C
EB 0.2 A 18.0 B
WB 41.5 D 55.7 E
NB 14.7 B 16.9 B
SB 16.3 B 38.3 D
EB 54.5 D 55.6 E
WB 45.3 D 87.2 F
NB 36.6 D 55.5 E
SB 39.2 D 86.1 F
EB 52.4 D 50.2 D
WB 31.7 C 32.4 C
NB 42.0 D 36.4 D
SB 27.0 C 17.9 B
EB 65.9 E 42.1 D
WB 126.6 F 42.9 D
NB 39.3 D 71.8 E
SB 26.3 C 26.0 C
EB 63.4 E 51.7 D
WB 29.4 C 27.2 C
NB 38.2 D 42.5 D
SB 25.6 C 28.4 C
EB 38.0 D 34.6 C
WB 40.9 D 40.5 D
NB 4.8 A 4.2 A
SB 5.6 A 4.6 A
EB 25.4 C 29.2 C
WB 36.4 D 53.8 D
NB 26.5 C 41.5 D
SB 45.3 D 37.5 D
EB 55.9 E 53.6 D
WB 48.0 D 43.7 D
NB 34.5 C 42.5 D
SB 44.8 D 11.6 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
33.3 C
29.2 C
39.7 D
5.3 A
33.4 C
47.6 D
27.1 C
71.3 E
31.0 C
26.2 C
36.5 D
15.9 B
71.3 E
48.5 D
12.2 B
5.0 A
45.8 D
13.3 B
29.1 C
69.7 E
PM Peak Hour
Approach Intersection
42.5 D
32.6 C
Signalized Intersections Direction
AM Peak Hour
55.1 E
31.8 C
6.4 A
C
17.6 B
39.3 D
34.3 C
91.3 F
26.7
21 Western Ave/25th St
15 Western Ave/Summerland Ave
16 Western Ave/1st St
17 Western Ave/Weymouth Pl
12 Western Ave/Capitol Dr
13 Western Ave/Park Western Dr
14 Western Ave/Crestwood St
6 Western Ave/Peninsula Verde Dr
81.6 F
37.4 D
10.4 B
20 Western Ave/19th St
7 Western Ave/Horizon Wy
C
15.7 B
D
14.7 B
11.7 B
49.8 D
48.3
D
Approach Intersection
35.0
18 Western Ave/Bynner Dr
19 Western Ave/9th St
23.8
10 Western Ave/Toscanini Dr
11 Western Ave/Caddington Dr
8 Western Ave/Avenue Aprenda
9 Western Ave/Westmont Dr‐Delasonde Dr
1 Western Ave/Pacific Coast Hwy (SR‐1)
2 Western Ave/Anaheim St
3 Western Ave/262nd St
5 Western Ave/Palos Verdes Dr North
A-118
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Project Scenarios
A-119
Scenario 1A
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 56.1 E 24.3 C
NB 36.8 D 35.6 D
SB 21.1 C 27.4 C
EB 52.6 D 47.1 D
WB 35.1 D 31.0 C
NB 2.6 A 2.4 A
SB 5.6 A 7.8 A
EB 47.6 D 47.3 D
WB 65.3 E 57.6 E
NB 37.2 D 18.9 B
SB 37.0 D 36.0 D
EB 56.8 E 55.1 E
WB 0.0 A 0.0 A
NB 14.4 B 4.4 A
SB 7.4 A 2.3 A
EB 0.0 A 61.8 E
WB 16.4 B 9.2 A
NB 6.1 A 3.8 A
SB 4.9 A 7.3 A
EB 47.3 D 63.1 E
WB 59.4 E 60.2 E
NB 31.6 C 20.7 C
SB 23.2 C 33.5 C
EB 115.5 F 70.0 E
WB 47.3 D 47.7 D
NB 61.8 E 32.0 C
SB 38.3 D 24.1 C
EB 67.5 E 35.1 D
WB 74.8 E 129.7 F
NB 18.2 B 9.4 A
SB 27.4 C 5.4 A
EB 69.7 E 80.7 F
WB 22.0 C 25.4 C
NB 10.1 B 20.1 C
SB 8.4 A 15.5 B
EB 49.8 D 58.2 E
WB 43.4 D 43.7 D
NB 12.0 B 18.5 B
SB 28.2 C 21.6 C
EB 0.2 A 25.4 C
WB 59.6 E 98.2 F
NB 3.0 A 4.3 A
SB 10.4 B 18.9 B
EB 67.6 E 67.6 E
WB 65.5 E 94.8 F
NB 17.7 B 23.1 C
SB 15.6 B 26.8 C
EB 87.4 F 69.2 E
WB 47.4 D 39.4 D
NB 35.3 D 31.2 C
SB 22.2 C 29.7 C
EB 65.9 E 42.1 D
WB 126.6 F 42.9 D
NB 39.3 D 71.8 E
SB 26.3 C 26.0 C
EB 63.4 E 51.7 D
WB 29.4 C 27.2 C
NB 38.2 D 42.5 D
SB 25.6 C 28.4 C
EB 38.0 D 34.6 C
WB 40.9 D 40.5 D
NB 4.8 A 4.2 A
SB 5.6 A 4.6 A
EB 25.4 C 29.2 C
WB 36.4 D 53.8 D
NB 26.5 C 41.5 D
SB 45.3 D 37.5 D
EB 55.9 E 53.6 D
WB 48.0 D 43.7 D
NB 34.5 C 42.5 D
SB 44.8 D 11.6 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
33.3 C21Western Ave/25th St 32.6 C
29.2 C20Western Ave/19th St 42.5 D
39.7 D19Western Ave/9th St 35.0 D
5.3 A18Western Ave/Bynner Dr 6.4 A
33.4 C17Western Ave/Weymouth Pl 31.8 C
47.6 D16Western Ave/1st St 55.1 E
32.6 C15Western Ave/Summerland Ave 33.9 C
33.0 C14Western Ave/Crestwood St 22.5 C
22.6 C13Western Ave/Park Western Dr 10.9 B
25.2 C12Western Ave/Capitol Dr 25.0 C
22.5 C11Western Ave/Caddington Dr 13.4 B
12.1 B10Western Ave/Toscanini Dr 29.7 C
32.6 C9 Western Ave/Westmont Dr‐Delasonde Dr 58.2 E
32.3 C8Western Ave/Avenue Aprenda 32.0 C
6.9 A7Western Ave/Horizon Wy 5.9 A
3.5 A6Western Ave/Peninsula Verde Dr 12.3 B
38.5 D5 Western Ave/Palos Verdes Dr North 45.6 D
10.6 B3Western Ave/262nd St 7.7 A
Approach Intersection
PM Peak Hour
Approach Intersection
Signalized Intersections Direction
AM Peak Hour
29.1 C2Western Ave/Anaheim St 37.4 D
69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F
A-120
Scenario 2A
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 56.1 E 24.3 C
NB 36.8 D 35.6 D
SB 21.1 C 27.4 C
EB 52.6 D 47.1 D
WB 35.1 D 31.0 C
NB 2.6 A 2.4 A
SB 5.6 A 7.8 A
EB 47.6 D 47.3 D
WB 65.3 E 57.6 E
NB 37.2 D 18.9 B
SB 37.0 D 36.0 D
EB 56.8 E 55.1 E
WB 0.0 A 0.0 A
NB 14.4 B 4.4 A
SB 7.4 A 2.3 A
EB 0.0 A 61.8 E
WB 16.4 B 9.2 A
NB 6.1 A 3.8 A
SB 4.9 A 7.3 A
EB 47.3 D 63.1 E
WB 59.4 E 60.2 E
NB 31.6 C 20.7 C
SB 23.2 C 33.5 C
EB 115.5 F 70.0 E
WB 47.3 D 47.7 D
NB 61.8 E 32.0 C
SB 38.3 D 24.1 C
EB 67.5 E 35.1 D
WB 74.8 E 129.7 F
NB 18.2 B 9.4 A
SB 27.4 C 5.4 A
EB 69.7 E 80.7 F
WB 22.0 C 25.4 C
NB 10.1 B 20.1 C
SB 8.4 A 15.5 B
EB 49.8 D 58.2 E
WB 43.4 D 43.7 D
NB 12.0 B 18.5 B
SB 28.2 C 21.6 C
EB 0.2 A 25.4 C
WB 59.6 E 98.2 F
NB 3.0 A 4.3 A
SB 10.4 B 18.9 B
EB 67.6 E 67.6 E
WB 65.5 E 94.8 F
NB 17.7 B 23.1 C
SB 15.6 B 26.8 C
EB 87.4 F 69.2 E
WB 47.4 D 39.4 D
NB 35.3 D 31.2 C
SB 22.2 C 29.7 C
EB 65.9 E 42.1 D
WB 126.6 F 42.9 D
NB 39.3 D 71.8 E
SB 26.3 C 26.0 C
EB 63.4 E 51.7 D
WB 29.4 C 27.2 C
NB 38.2 D 42.5 D
SB 25.6 C 28.4 C
EB 38.0 D 34.6 C
WB 40.9 D 40.5 D
NB 4.8 A 4.2 A
SB 5.6 A 4.6 A
EB 25.4 C 29.2 C
WB 36.4 D 53.8 D
NB 26.5 C 41.5 D
SB 45.3 D 37.5 D
EB 55.9 E 53.6 D
WB 48.0 D 43.7 D
NB 34.5 C 42.5 D
SB 44.8 D 11.6 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
33.3 C21Western Ave/25th St 32.6 C
20 Western Ave/19th St 42.5 D 29.2 C
39.7 D19Western Ave/9th St 35.0 D
18 Western Ave/Bynner Dr 6.4 A 5.3 A
33.4 C17Western Ave/Weymouth Pl 31.8 C
16 Western Ave/1st St 55.1 E 47.6 D
32.6 C15Western Ave/Summerland Ave 33.9 C
14 Western Ave/Crestwood St 22.5 C 33.0 C
22.6 C13Western Ave/Park Western Dr 10.9 B
12 Western Ave/Capitol Dr 25.0 C 25.2 C
22.5 C11Western Ave/Caddington Dr 13.4 B
10 Western Ave/Toscanini Dr 29.7 C 12.1 B
32.6 C9 Western Ave/Westmont Dr‐Delasonde Dr 58.2 E
8 Western Ave/Avenue Aprenda 32.0 C 32.3 C
6.9 A7Western Ave/Horizon Wy 5.9 A
6 Western Ave/Peninsula Verde Dr 12.3 B 3.5 A
38.5 D5 Western Ave/Palos Verdes Dr North 45.6 D
3 Western Ave/262nd St 7.7 A
29.1 C
10.6 B
2 Western Ave/Anaheim St 37.4 D
69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F
ApproachSignalized Intersections Direction
PM Peak Hour
Approach Intersection
AM Peak Hour
Intersection
A-121
Scenario 2A
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D
WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D
NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D
SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D
EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A
WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B
NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C
SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C
EB 39.1 D 54.4 D 34.1 C 42.7 D 29.0 C 28.4 C
WB 44.0 D 16.1 B 32.9 C 25.7 C 23.2 C 39.1 D
NB 0.7 A 4.8 A 1.1 A 2.4 A 1.8 A 2.9 A
SB 4.5 A 6.5 A 3.9 A 8.6 A 5.3 A 4.6 A
EB 40.8 D 39.4 D 37.6 D 50.8 D 45.2 D 39.3 D
WB 47.8 D 59.7 E 47.8 D 50.8 D 47.9 D 49.7 D
NB 29.4 C 28.0 C 22.2 C 20.9 C 17.7 B 19.0 B
SB 31.1 C 30.7 C 29.2 C 34.7 C 30.9 C 26.2 C
EB 54.7 D 54.1 D 46.8 D 47.5 D 44.1 D 48.2 D
WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A
NB 4.7 A 3.5 A 1.5 A 3.7 A 2.7 A 3.7 A
SB 2.0 A 3.3 A 1.3 A 3.1 A 2.2 A 1.5 A
EB 49.1 D 0.3 A 0.4 A 2.0 A 0.3 A 1.3 A
WB 9.4 A 11.9 B 15.3 B 10.3 B 22.1 C 24.7 C
NB 5.8 A 6.3 A 4.7 A 2.5 A 2.3 A 2.3 A
SB 4.7 A 12.2 B 9.7 A 4.3 A 4.4 A 4.5 A
EB 26.1 C 53.4 D 3.1 A 9.9 A 2.9 A 1.5 A
WB 0.0 A 52.3 D 50.8 D 53.3 D 54.9 D 52.0 D
NB 8.2 A 13.1 B 5.1 A 8.4 A 9.2 A 6.0 A
SB 3.2 A 22.4 C 11.8 B 6.5 A 6.3 A 3.4 A
EB 60.6 E 75.1 E 40.0 D 50.6 D 37.3 D 39.5 D
WB 32.4 C 36.1 D 28.3 C 41.1 D 43.4 D 36.5 D
NB 21.6 C 33.6 C 12.2 B 31.7 C 26.2 C 14.1 B
SB 12.3 B 30.1 C 16.4 B 19.4 B 19.6 B 17.8 B
EB 44.6 D 54.8 D 1.5 A 29.6 C 1.6 A 39.6 D
WB 78.8 E 88.8 F 64.3 E 89.3 F 67.8 E 62.9 E
NB 8.8 A 9.7 A 3.2 A 5.6 A 5.9 A 5.6 A
SB 13.8 B 17.4 B 14.7 B 5.9 A 5.2 A 4.8 A
EB 7.6 A 4.3 A 54.2 D 24.0 C 66.6 E 12.8 B
WB 0.2 A 26.3 C 19.8 B 31.4 C 24.7 C 13.0 B
NB 5.3 A 6.4 A 7.1 A 17.8 B 17.0 B 7.0 A
SB 1.6 A 5.4 A 3.7 A 11.7 B 11.5 B 2.7 A
EB 68.8 E 44.7 D 57.9 E 45.5 D 50.9 D 47.7 D
WB 29.3 C 44.0 D 33.2 C 39.7 D 40.3 D 35.4 D
NB 3.6 A 12.4 B 6.6 A 12.6 B 12.8 B 10.0 B
SB 15.7 B 23.5 C 17.4 B 17.6 B 19.5 B 19.7 B
EB 0.0 A 0.0 A 0.2 A 26.1 C 23.6 C 18.9 B
WB 39.1 D 56.6 E 41.4 D 81.2 F 62.6 E 51.0 D
NB 1.3 A 4.8 A 1.4 A 3.1 A 4.1 A 8.0 A
SB 2.0 A 5.9 A 3.5 A 13.3 B 6.8 A 5.3 A
EB 62.1 E 62.9 E 56.5 E 61.9 E 62.6 E 56.9 E
WB 43.6 D 67.3 E 60.4 E 109.8 F 78.5 E 67.5 E
NB 7.3 A 15.6 B 8.5 A 15.9 B 12.8 B 7.4 A
SB 6.1 A 30.8 C 6.5 A 35.3 D 31.3 C 15.9 B
EB 44.4 D 73.8 E 61.0 E 47.7 D 44.3 D 44.1 D
WB 30.3 C 34.5 C 29.1 C 36.8 D 38.4 D 28.2 C
NB 17.9 B 33.0 C 24.2 C 10.3 B 28.2 C 21.8 C
SB 13.9 B 22.9 C 20.0 C 27.5 C 26.0 C 23.5 C
EB 48.9 D 61.8 E 53.9 D 59.4 E 53.5 D 48.9 D
WB 24.6 C 40.5 D 36.7 D 36.9 D 36.1 D 27.3 C
NB 14.0 B 20.2 C 13.1 B 14.2 B 9.1 A 11.9 B
SB 18.4 B 30.2 C 18.7 B 24.9 C 16.5 B 17.6 B
EB 45.8 D 54.6 D 46.2 D 53.8 D 48.7 D 45.3 D
WB 10.0 B 23.8 C 30.3 C 30.2 C 31.9 C 37.1 D
NB 28.0 C 35.3 D 29.9 C 34.6 C 37.3 D 35.5 D
SB 20.7 C 26.0 C 22.7 C 26.7 C 21.3 C 18.0 B
EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A
WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D
NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A
SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A
EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C
WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D
NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C
SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C
EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D
WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D
NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B
SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A
EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C
WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C
NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C
SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B
C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B
30.7 C 19.420 Western Ave/19th St 28.7 C
32.9 C 26.9
B 14.6 B37.4 D 28.3 C
C 26.1 C31.3 C 28.2 C19Western Ave/9th St 25.0 C
5.1 A 4.318 Western Ave/Bynner Dr 4.6 A
40.9 D 29.4
A 2.7 A7.0 A 4.6 A
C 25.7 C29.8 C 27.4 C17Western Ave/Weymouth Pl 23.1 C
24.9 C 19.216 Western Ave/1st St 20.6 C
30.3 C 28.4
B 19.2 B31.0 C 22.4 C
C 24.1 C29.8 C 25.0 C15Western Ave/Summerland Ave 20.4 C
34.2 C 29.814 Western Ave/Crestwood St 11.9 B
23.9 C 28.8
C 19.6 B28.6 C 13.0 B
B 12.9 B11.2 B 4.8 A13Western Ave/Park Western Dr 4.1 A
20.4 C 21.112 Western Ave/Capitol Dr 13.5 B
17.4 B 12.9
C 19.4 B23.8 C 16.6 B
B 5.1 A6.0 A 9.4 A11Western Ave/Caddington Dr 4.3 A
9.5 A 6.910 Western Ave/Toscanini Dr 15.6 B
15.0 B 17.8
A 7.2 A20.5 C 10.1 B
C 19.6 B36.2 D 17.2 B9 Western Ave/Westmont Dr‐Delasonde Dr 24.7 C
7.5 A 7.58 Western Ave/Avenue Aprenda 8.6 A
27.8 C 25.5
A 4.5 A22.0 C 7.8 A
A 3.8 A8.4 A 7.1 A7Western Ave/Horizon Wy 5.7 A
3.6 A 2.66 Western Ave/Peninsula Verde Dr 4.0 A
3.6 A 3.8
A 2.8 A3.8 A 1.8 A
D 33.1 C36.4 D 34.3 C5 Western Ave/Palos Verdes Dr North 37.1 D
11.0 B 6.83 Western Ave/262nd St 5.9 A
39.0 D 35.2
27.1 C
A 6.4 A9.3 A 4.2 A
51.7 D 45.4 D
2 Western Ave/Anaheim St 21.6 C
49.4 D 51.9 D
29.0 C 27.3 C 23.9 C32.2 C
1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E
Signalized Intersections Direction
515 PM 545 PM 630 PM
Approach Intersection Approach Intersection
715 AM 800 AM 845 AM
Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection
A-122
Scenario 2B
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 56.1 E 24.3 C
NB 36.8 D 35.6 D
SB 21.1 C 27.4 C
EB 49.1 D 50.3 D
WB 34.0 C 30.3 C
NB 7.6 A 7.7 A
SB 5.6 A 8.1 A
EB 54.1 D 53.9 D
WB 69.0 E 63.9 E
NB 37.5 D 30.0 C
SB 38.5 D 39.9 D
EB 27.1 C 26.7 C
WB 0.0 A 0.0 A
NB 17.1 B 4.7 A
SB 10.3 B 5.0 A
EB 0.0 A 48.9 D
WB 12.0 B 7.8 A
NB 11.7 B 10.1 B
SB 11.6 B 12.9 B
EB 40.2 D 58.9 E
WB 54.1 D 53.4 D
NB 54.7 D 25.7 C
SB 46.3 D 65.3 E
EB 59.5 E 48.7 D
WB 38.2 D 42.8 D
NB 162.3 F 111.8 F
SB 30.1 C 48.3 D
EB 57.1 E 22.9 C
WB 77.6 E 73.8 E
NB 9.4 A 5.8 A
SB 35.4 D 21.3 C
EB 50.2 D 56.2 E
WB 16.6 B 18.3 B
NB 31.8 C 30.0 C
SB 6.9 A 44.5 D
EB 46.7 D 58.2 E
WB 42.4 D 43.7 D
NB 12.8 B 19.4 B
SB 25.0 C 29.2 C
EB 0.2 A 25.4 C
WB 53.9 D 98.2 F
NB 3.8 A 4.3 A
SB 12.0 B 19.3 B
EB 60.4 E 67.6 E
WB 64.9 E 94.8 F
NB 21.9 C 23.1 C
SB 25.9 C 33.0 C
EB 76.8 E 69.2 E
WB 44.2 D 39.4 D
NB 20.6 C 31.2 C
SB 20.8 C 27.2 C
EB 65.9 E 42.1 D
WB 126.6 F 42.9 D
NB 39.3 D 71.8 E
SB 18.4 B 26.0 C
EB 63.4 E 51.7 D
WB 29.4 C 27.2 C
NB 38.2 D 42.5 D
SB 25.7 C 28.4 C
EB 38.0 D 34.6 C
WB 40.9 D 40.5 D
NB 4.8 A 4.2 A
SB 5.6 A 4.6 A
EB 25.4 C 29.2 C
WB 36.4 D 53.8 D
NB 26.5 C 41.5 D
SB 45.3 D 37.5 D
EB 55.9 E 53.6 D
WB 48.0 D 43.7 D
NB 34.5 C 42.5 D
SB 44.8 D 11.6 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
33.3 C21Western Ave/25th St 32.6 C
20 Western Ave/19th St 42.5 D 29.2 C
39.7 D19Western Ave/9th St 35.0 D
18 Western Ave/Bynner Dr 6.4 A 5.3 A
33.4 C17Western Ave/Weymouth Pl 31.8 C
16 Western Ave/1st St 52.5 D 47.6 D
31.4 C15Western Ave/Summerland Ave 26.8 C
14 Western Ave/Crestwood St 28.0 C 35.7 D
22.8 C13Western Ave/Park Western Dr 11.5 B
12 Western Ave/Capitol Dr 23.8 C 28.9 C
38.7 D11Western Ave/Caddington Dr 21.5 C
10 Western Ave/Toscanini Dr 26.8 C 16.1 B
71.3 E9 Western Ave/Westmont Dr‐Delasonde Dr 91.3 F
8 Western Ave/Avenue Aprenda 49.8 D 48.5 D
12.2 B7Western Ave/Horizon Wy 11.7 B
6 Western Ave/Peninsula Verde Dr 14.7 B 5.0 A
45.8 D5 Western Ave/Palos Verdes Dr North 48.3 D
3 Western Ave/262nd St 10.4 B
29.1 C
13.3 B
2 Western Ave/Anaheim St 37.4 D
69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F
ApproachSignalized Intersections Direction
PM Peak Hour
Approach Intersection
AM Peak Hour
Intersection
A-123
Scenario 2B
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D
WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D
NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D
SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D
EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A
WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B
NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C
SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C
EB 45.4 D 58.4 E 38.4 D 51.1 D 36.2 D 31.3 C
WB 45.1 D 17.2 B 37.6 D 27.2 C 24.3 C 44.0 D
NB 4.8 A 8.9 A 4.0 A 8.5 A 4.8 A 4.0 A
SB 4.6 A 6.4 A 3.6 A 9.0 A 5.4 A 4.2 A
EB 47.7 D 49.9 D 48.0 D 56.9 E 51.2 D 48.6 D
WB 59.7 E 65.0 E 61.7 E 63.1 E 60.5 E 60.7 E
NB 39.7 D 35.9 D 37.9 D 27.3 C 29.2 C 29.4 C
SB 33.0 C 33.7 C 28.4 C 40.3 D 36.4 D 30.9 C
EB 28.6 C 28.8 C 26.8 C 25.4 C 24.0 C 26.2 C
WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A
NB 5.0 A 6.8 A 6.2 A 5.7 A 3.7 A 3.8 A
SB 4.0 A 5.2 A 5.4 A 6.4 A 5.0 A 4.5 A
EB 44.4 D 0.0 A 0.3 A 2.1 A 0.4 A 1.1 A
WB 7.9 A 9.3 A 14.8 B 9.4 A 20.0 C 22.8 C
NB 9.5 A 10.2 B 8.0 A 7.8 A 7.6 A 6.7 A
SB 9.4 A 9.5 A 8.7 A 10.1 B 8.7 A 7.8 A
EB 19.6 B 52.4 D 2.1 A 11.1 B 1.9 A 0.7 A
WB 0.0 A 53.3 D 55.2 E 40.5 D 39.6 D 36.5 D
NB 14.7 B 38.0 D 14.0 B 11.6 B 10.0 B 9.6 A
SB 10.6 B 28.6 C 11.2 B 22.9 C 19.6 B 14.3 B
EB 52.8 D 50.5 D 42.4 D 47.2 D 36.3 D 40.2 D
WB 32.4 C 36.6 D 31.5 C 41.0 D 43.3 D 37.0 D
NB 31.8 C 58.2 E 23.3 C 55.5 E 43.2 D 25.6 C
SB 22.1 C 15.7 B 10.6 B 35.3 D 34.7 C 28.2 C
EB 31.2 C 44.4 D 1.2 A 24.0 C 1.1 A 33.1 C
WB 64.1 E 87.7 F 54.7 D 63.1 E 53.2 D 51.7 D
NB 8.6 A 7.6 A 4.5 A 5.4 A 5.6 A 7.0 A
SB 16.4 B 21.6 C 14.9 B 19.3 B 18.6 B 14.4 B
EB 3.9 A 2.9 A 45.7 D 13.6 B 50.7 D 7.4 A
WB 0.0 A 21.3 C 17.5 B 26.4 C 19.8 B 11.0 B
NB 11.1 B 19.3 B 17.4 B 20.2 C 22.0 C 10.0 B
SB 1.3 A 6.2 A 5.1 A 15.1 B 21.5 C 6.1 A
EB 61.9 E 45.1 D 57.0 E 45.5 D 55.4 E 48.5 D
WB 25.3 C 44.0 D 32.5 C 39.7 D 44.1 D 36.2 D
NB 3.9 A 10.7 B 5.3 A 13.1 B 13.5 B 10.6 B
SB 16.3 B 29.2 C 18.1 B 32.6 C 28.2 C 26.9 C
EB 0.0 A 0.0 A 0.2 A 26.1 C 24.6 C 19.1 B
WB 34.6 C 57.7 E 40.6 D 81.2 F 65.5 E 51.5 D
NB 1.1 A 5.8 A 1.7 A 3.1 A 4.7 A 7.9 A
SB 2.0 A 7.8 A 3.1 A 13.8 B 10.5 B 5.5 A
EB 55.7 E 64.5 E 55.1 E 61.9 E 68.7 E 58.5 E
WB 40.8 D 69.5 E 58.9 E 109.8 F 78.9 E 67.1 E
NB 7.7 A 16.8 B 7.7 A 16.7 B 12.9 B 9.7 A
SB 8.1 A 36.6 D 10.5 B 33.9 C 28.7 C 17.0 B
EB 41.9 D 68.0 E 57.8 E 47.7 D 48.1 D 45.0 D
WB 27.8 C 35.2 D 28.5 C 36.8 D 42.2 D 29.1 C
NB 17.5 B 18.9 B 9.8 A 10.3 B 29.4 C 21.7 C
SB 12.7 B 20.5 C 20.8 C 27.5 C 24.2 C 20.2 C
EB 48.9 D 61.8 E 53.9 D 59.4 E 53.5 D 48.9 D
WB 24.6 C 40.5 D 37.9 D 36.9 D 36.1 D 27.3 C
NB 14.0 B 20.2 C 13.2 B 14.2 B 9.1 A 11.9 B
SB 18.4 B 23.1 C 15.4 B 24.9 C 16.5 B 17.6 B
EB 45.8 D 54.6 D 46.2 D 53.8 D 48.7 D 45.3 D
WB 10.0 B 23.8 C 30.3 C 30.2 C 31.9 C 37.1 D
NB 28.0 C 35.3 D 29.9 C 34.6 C 37.3 D 35.5 D
SB 20.7 C 24.8 C 20.3 C 26.7 C 21.3 C 18.0 B
EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A
WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D
NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A
SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A
EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C
WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D
NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C
SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C
EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D
WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D
NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B
SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A
EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C
WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C
NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C
SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B
C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B
30.7 C 19.420 Western Ave/19th St 28.7 C
32.9 C 26.9
B 14.6 B37.4 D 28.3 C
C 26.1 C31.3 C 28.2 C19Western Ave/9th St 25.0 C
5.1 A 4.318 Western Ave/Bynner Dr 4.6 A
40.9 D 29.4
A 2.7 A7.0 A 4.6 A
C 25.7 C29.2 C 26.3 C17Western Ave/Weymouth Pl 23.1 C
24.9 C 19.216 Western Ave/1st St 20.6 C
30.3 C 28.4
B 19.2 B28.4 C 21.7 C
C 22.4 C23.6 C 19.3 B15 Western Ave/Summerland Ave 19.2 B
34.0 C 29.114 Western Ave/Crestwood St 12.2 B
23.9 C 28.9
C 21.1 C31.8 C 13.9 B
B 13.0 B12.6 B 4.7 A13 Western Ave/Park Western Dr 3.7 A
27.8 C 26.312 Western Ave/Capitol Dr 13.0 B
17.6 B 15.2
C 23.4 C25.4 C 16.1 B
C 7.7 A12.2 B 14.4 B11Western Ave/Caddington Dr 7.5 A
15.2 B 13.710 Western Ave/Toscanini Dr 14.6 B
17.0 B 23.8
B 12.5 B19.9 B 10.5 B
D 28.8 C41.3 D 20.9 C9 Western Ave/Westmont Dr‐Delasonde Dr 31.3 C
17.9 B 15.48 Western Ave/Avenue Aprenda 13.9 B
44.0 D 38.9
B 12.0 B37.6 D 12.6 B
A 7.4 A9.9 A 8.4 A7Western Ave/Horizon Wy 9.6 A
6.2 A 4.66 Western Ave/Peninsula Verde Dr 4.8 A
9.1 A 8.4
A 4.4 A6.4 A 6.1 A
D 42.0 D43.8 D 45.6 D5 Western Ave/Palos Verdes Dr North 45.8 D
14.7 B 8.73 Western Ave/262nd St 8.5 A
46.2 D 43.8
27.1 C
A 6.9 A12.2 B 6.1 A
51.7 D 45.4 D
2 Western Ave/Anaheim St 21.6 C
49.4 D 51.9 D
29.0 C 27.3 C 23.9 C32.2 C
1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E
Signalized Intersections Direction
515 PM 545 PM 630 PM
Approach Intersection Approach Intersection
715 AM 800 AM 845 AM
Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection
A-124
Scenario 2C
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 38.9 D 31.6 C
NB 10.3 B 13.7 B
SB 26.9 C 31.5 C
EB 52.6 D 47.1 D
WB 35.1 D 31.0 C
NB 3.4 A 3.3 A
SB 3.7 A 0.8 A
EB 47.6 D 47.3 D
WB 65.3 E 57.6 E
NB 37.2 D 18.9 B
SB 39.1 D 29.0 C
EB 56.8 E 55.1 E
WB 0.0 A 0.0 A
NB 14.4 B 4.4 A
SB 7.6 A 2.3 A
EB 0.0 A 61.8 E
WB 16.4 B 9.2 A
NB 6.1 A 3.8 A
SB 5.0 A 7.3 A
EB 47.3 D 63.1 E
WB 59.4 E 60.2 E
NB 31.6 C 20.7 C
SB 23.1 C 33.5 C
EB 115.5 F 70.0 E
WB 47.3 D 47.7 D
NB 61.8 E 32.7 C
SB 38.3 D 24.1 C
EB 67.5 E 35.1 D
WB 74.8 E 129.7 F
NB 18.2 B 8.8 A
SB 27.4 C 5.4 A
EB 69.7 E 80.7 F
WB 22.0 C 25.4 C
NB 10.1 B 19.8 B
SB 8.4 A 14.5 B
EB 49.8 D 58.2 E
WB 43.4 D 43.7 D
NB 11.6 B 20.2 C
SB 28.2 C 22.2 C
EB 0.2 A 25.4 C
WB 59.6 E 98.2 F
NB 2.9 A 3.9 A
SB 10.4 B 19.1 B
EB 67.6 E 67.6 E
WB 65.5 E 94.8 F
NB 17.5 B 20.8 C
SB 15.6 B 26.0 C
EB 87.4 F 72.0 E
WB 47.4 D 39.4 D
NB 16.4 B 10.9 B
SB 22.2 C 31.7 C
EB 76.0 E 66.9 E
WB 50.3 D 42.2 D
NB 30.4 C 21.6 C
SB 33.6 C 26.0 C
EB 64.2 E 57.6 E
WB 28.1 C 30.7 C
NB 26.4 C 17.4 B
SB 25.1 C 24.5 C
EB 59.4 E 55.9 E
WB 63.8 E 63.1 E
NB 0.9 A 0.5 A
SB 0.8 A 9.1 A
EB 27.4 C 32.9 C
WB 41.3 D 54.1 D
NB 27.9 C 20.5 C
SB 18.5 B 21.9 C
EB 61.7 E 59.3 E
WB 53.2 D 45.0 D
NB 31.2 C 34.6 C
SB 7.2 A 14.5 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
33.3 C21Western Ave/25th St 32.6 C
20 Western Ave/19th St 25.0 C 27.8 C
26.0 C19Western Ave/9th St 25.9 C
18 Western Ave/Bynner Dr 2.8 A 6.5 A
23.9 C17Western Ave/Weymouth Pl 28.0 C
16 Western Ave/1st St 39.3 D 29.5 C
26.8 C15Western Ave/Summerland Ave 26.6 C
14 Western Ave/Crestwood St 22.4 C 31.6 C
22.6 C13Western Ave/Park Western Dr 10.9 B
12 Western Ave/Capitol Dr 24.8 C 26.1 C
21.9 C11Western Ave/Caddington Dr 13.4 B
10 Western Ave/Toscanini Dr 29.7 C 11.8 B
32.9 C9 Western Ave/Westmont Dr‐Delasonde Dr 58.2 E
8 Western Ave/Avenue Aprenda 32.0 C 32.2 C
6.9 A7Western Ave/Horizon Wy 5.9 A
6 Western Ave/Peninsula Verde Dr 12.4 B 3.5 A
37.0 D5 Western Ave/Palos Verdes Dr North 45.9 D
3 Western Ave/262nd St 7.6 A
26.1 C
7.7 A
2 Western Ave/Anaheim St 23.5 C
69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F
ApproachSignalized Intersections Direction
PM Peak Hour
Approach Intersection
AM Peak Hour
Intersection
A-125
Scenario 2C
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D
WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D
NB 68.1 E 125.6 F 81.2 F 49.7 D 41.0 D 47.2 D
SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D
EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A
WB 27.9 C 35.7 D 35.3 D 27.8 C 28.1 C 27.6 C
NB 5.5 A 14.4 B 11.1 B 19.7 B 14.8 B 14.5 B
SB 20.7 C 16.5 B 22.4 C 29.9 C 22.9 C 24.3 C
EB 39.1 D 55.6 E 34.1 C 42.0 D 29.0 C 27.9 C
WB 44.0 D 16.4 B 32.9 C 25.3 C 23.2 C 38.2 D
NB 4.1 A 2.5 A 1.0 A 3.0 A 3.0 A 2.8 A
SB 1.0 A 4.1 A 3.1 A 1.0 A 1.1 A 0.5 A
EB 40.8 D 40.3 D 37.6 D 46.3 D 45.2 D 37.9 D
WB 47.8 D 59.5 E 47.8 D 48.7 D 47.9 D 48.7 D
NB 28.7 C 27.9 C 26.0 C 22.4 C 20.8 C 17.9 B
SB 27.9 C 31.3 C 26.5 C 27.0 C 22.0 C 20.0 C
EB 54.7 D 55.2 E 46.8 D 46.6 D 44.1 D 47.3 D
WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A
NB 4.9 A 3.6 A 2.6 A 3.5 A 2.3 A 4.7 A
SB 2.8 A 5.3 A 1.6 A 2.2 A 2.5 A 1.5 A
EB 49.1 D 0.3 A 0.4 A 2.4 A 0.6 A 1.3 A
WB 8.9 A 10.5 B 15.3 B 10.3 B 22.4 C 24.2 C
NB 7.0 A 6.3 A 3.1 A 2.1 A 2.4 A 2.0 A
SB 4.9 A 15.2 B 10.5 B 5.1 A 5.3 A 4.2 A
EB 26.1 C 54.5 D 3.1 A 9.2 A 2.9 A 1.5 A
WB 0.0 A 53.3 D 50.8 D 52.3 D 54.9 D 51.0 D
NB 5.9 A 10.2 B 5.0 A 8.1 A 8.7 A 6.9 A
SB 3.8 A 14.8 B 4.0 A 7.4 A 6.7 A 4.3 A
EB 60.6 E 77.3 E 40.0 D 49.5 D 37.3 D 39.0 D
WB 32.4 C 36.8 D 28.3 C 40.2 D 43.4 D 35.7 D
NB 20.7 C 32.5 C 11.7 B 34.5 C 26.8 C 15.1 B
SB 13.9 B 33.6 C 23.4 C 18.8 B 19.8 B 14.8 B
EB 44.6 D 55.6 E 1.5 A 28.7 C 1.6 A 38.9 D
WB 78.8 E 88.3 F 64.3 E 86.6 F 67.8 E 61.7 E
NB 8.8 A 9.4 A 3.2 A 5.5 A 6.0 A 4.9 A
SB 11.5 B 17.5 B 14.6 B 5.8 A 5.1 A 6.2 A
EB 7.6 A 4.4 A 54.2 D 22.9 C 66.6 E 11.9 B
WB 0.2 A 26.8 C 19.8 B 30.9 C 24.7 C 12.8 B
NB 5.8 A 6.2 A 7.7 A 16.6 B 17.2 B 6.7 A
SB 1.1 A 7.8 A 4.9 A 11.5 B 11.6 B 2.6 A
EB 68.8 E 45.1 D 57.9 E 45.2 D 50.9 D 46.9 D
WB 29.3 C 44.0 D 33.2 C 39.9 D 40.3 D 36.3 D
NB 2.2 A 13.6 B 5.3 A 14.1 B 15.2 B 7.3 A
SB 19.9 B 24.5 C 15.5 B 16.0 B 19.8 B 18.5 B
EB 0.0 A 0.0 A 0.2 A 25.4 C 23.6 C 18.5 B
WB 39.1 D 57.7 E 41.4 D 77.1 E 62.6 E 50.2 D
NB 2.7 A 7.7 A 1.5 A 4.0 A 7.5 A 6.2 A
SB 1.6 A 5.7 A 2.9 A 15.5 B 6.8 A 5.9 A
EB 62.1 E 64.5 E 56.5 E 60.5 E 62.6 E 55.8 E
WB 43.6 D 69.5 E 60.4 E 128.7 F 78.5 E 66.6 E
NB 7.1 A 19.2 B 8.2 A 14.2 B 11.9 B 21.1 C
SB 4.8 A 32.3 C 7.4 A 31.1 C 25.1 C 16.0 B
EB 44.4 D 68.0 E 58.1 E 46.8 D 44.3 D 43.8 D
WB 30.3 C 35.2 D 29.1 C 36.1 D 38.4 D 27.3 C
NB 6.5 A 18.1 B 10.5 B 11.7 B 11.7 B 23.7 C
SB 13.1 B 15.9 B 21.5 C 28.4 C 27.0 C 26.2 C
EB 62.4 E 61.8 E 55.2 E 58.4 E 59.3 E 55.1 E
WB 24.8 C 40.4 D 37.5 D 35.7 D 31.7 C 26.2 C
NB 15.3 B 20.6 C 13.1 B 14.4 B 10.9 B 11.0 B
SB 13.6 B 22.3 C 16.3 B 24.2 C 17.8 B 6.5 A
EB 58.0 E 54.6 D 47.4 D 52.5 D 55.7 E 51.4 D
WB 11.6 B 23.9 C 29.8 C 29.9 C 31.6 C 37.1 D
NB 13.0 B 20.3 C 9.4 A 16.4 B 14.3 B 16.6 B
SB 20.9 C 25.1 C 21.2 C 26.1 C 30.1 C 25.4 C
EB 59.4 E 49.9 D 50.9 D 50.5 D 43.3 D 0.8 A
WB 52.4 D 60.5 E 49.8 D 55.7 E 53.6 D 51.5 D
NB 0.4 A 1.4 A 0.5 A 0.8 A 0.9 A 1.0 A
SB 2.9 A 1.2 A 6.2 A 2.7 A 9.8 A 1.0 A
EB 24.0 C 24.3 C 24.6 C 28.5 C 24.1 C 28.8 C
WB 35.6 D 39.2 D 29.9 C 56.2 E 43.6 D 43.1 D
NB 19.4 B 21.5 C 22.2 C 18.1 B 19.3 B 20.6 C
SB 6.5 A 16.4 B 7.6 A 16.7 B 12.6 B 10.1 B
EB 59.5 E 55.6 E 51.0 D 53.8 D 55.3 E 50.3 D
WB 39.3 D 53.0 D 42.7 D 38.8 D 40.8 D 39.9 D
NB 25.2 C 31.1 C 24.1 C 39.0 D 23.6 C 17.6 B
SB 7.5 A 9.6 A 8.5 A 19.8 B 6.7 A 4.3 A
EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C
WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C
NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C
SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B
C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B
31.3 C 18.620 Western Ave/19th St 23.6 C
32.9 C 26.9
B 14.0 B24.0 C 21.6 C
B 18.9 B21.8 C 18.2 B19Western Ave/9th St 17.6 B
3.0 A 6.518 Western Ave/Bynner Dr 3.2 A
22.3 C 19.6
A 1.3 A3.5 A 4.5 A
C 26.0 C25.4 C 19.6 B17Western Ave/Weymouth Pl 18.9 B
24.4 C 19.816 Western Ave/1st St 21.5 C
24.0 C 26.4
B 13.8 B28.2 C 22.0 C
C 25.9 C21.2 C 19.9 B15 Western Ave/Summerland Ave 14.8 B
33.1 C 26.714 Western Ave/Crestwood St 11.5 B
24.6 C 23.8
C 24.7 C31.1 C 13.1 B
B 12.4 B12.5 B 4.6 A13 Western Ave/Park Western Dr 4.8 A
20.1 C 22.112 Western Ave/Capitol Dr 14.1 B
18.3 B 14.2
C 18.0 B24.6 C 15.3 B
B 4.9 A7.1 A 10.2 B11Western Ave/Caddington Dr 4.5 A
9.3 A 6.910 Western Ave/Toscanini Dr 14.9 B
14.4 B 17.9
A 7.6 A20.4 C 10.0 B
C 18.4 B37.0 D 19.4 B9 Western Ave/Westmont Dr‐Delasonde Dr 24.7 C
7.8 A 7.68 Western Ave/Avenue Aprenda 7.5 A
28.5 C 25.8
A 5.4 A18.5 B 4.8 A
A 3.5 A9.3 A 6.5 A7Western Ave/Horizon Wy 6.4 A
3.0 A 2.66 Western Ave/Peninsula Verde Dr 4.4 A
4.0 A 4.4
A 3.2 A4.5 A 2.6 A
C 30.7 C36.6 D 35.0 D5 Western Ave/Palos Verdes Dr North 36.4 D
7.6 A 5.03 Western Ave/262nd St 6.2 A
35.6 D 33.5
20.8 C
A 4.2 A7.3 A 3.9 A
50.2 D 45.4 D
2 Western Ave/Anaheim St 17.0 B
49.4 D 51.9 D
26.3 C 21.3 C 21.7 C21.2 C
1 Western Ave/Pacific Coast Hwy (SR‐1)44.6 D 66.4 E
Signalized Intersections Direction
515 PM 545 PM 630 PM
Approach Intersection Approach Intersection
715 AM 800 AM 845 AM
Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection
A-126
Scenario 2C Minus
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 56.1 E 24.3 C
NB 36.8 D 35.6 D
SB 21.1 C 27.4 C
EB 49.8 D 48.1 D
WB 34.2 C 31.3 C
NB 2.8 A 3.2 A
SB 5.6 A 7.8 A
EB 45.9 D 47.8 D
WB 62.6 E 58.5 E
NB 33.8 C 17.5 B
SB 36.2 D 36.4 D
EB 54.8 D 56.1 E
WB 0.0 A 0.0 A
NB 7.9 A 4.6 A
SB 3.7 A 2.2 A
EB 0.0 A 62.8 E
WB 15.3 B 11.6 B
NB 5.8 A 3.3 A
SB 16.5 B 7.8 A
EB 45.6 D 62.8 E
WB 57.4 E 61.3 E
NB 25.9 C 23.8 C
SB 30.7 C 34.2 C
EB 121.8 F 72.6 E
WB 45.8 D 48.7 D
NB 60.6 E 30.3 C
SB 47.7 D 22.5 C
EB 67.2 E 36.5 D
WB 74.9 E 132.2 F
NB 17.3 B 9.1 A
SB 27.3 C 7.1 A
EB 67.8 E 80.5 F
WB 21.4 C 25.7 C
NB 10.0 B 20.0 C
SB 8.4 A 17.0 B
EB 48.9 D 59.1 E
WB 43.4 D 44.4 D
NB 12.0 B 20.5 C
SB 26.9 C 21.6 C
EB 0.2 A 26.0 C
WB 57.1 E 101.7 F
NB 3.3 A 3.6 A
SB 11.4 B 17.6 B
EB 64.5 E 68.8 E
WB 68.3 E 95.5 F
NB 18.3 B 20.1 C
SB 16.0 B 25.3 C
EB 84.3 F 74.7 E
WB 44.5 D 40.1 D
NB 16.2 B 10.7 B
SB 22.9 C 28.3 C
EB 72.0 E 68.2 E
WB 50.9 D 41.7 D
NB 30.3 C 17.5 B
SB 32.7 C 25.7 C
EB 61.9 E 58.8 E
WB 26.9 C 31.0 C
NB 37.2 D 37.7 D
SB 25.4 C 26.3 C
EB 38.0 D 34.6 C
WB 40.9 D 40.5 D
NB 4.8 A 4.2 A
SB 5.6 A 4.6 A
EB 25.4 C 29.2 C
WB 36.4 D 53.8 D
NB 26.5 C 41.5 D
SB 45.3 D 37.5 D
EB 55.9 E 53.6 D
WB 48.0 D 43.7 D
NB 34.5 C 42.5 D
SB 44.8 D 11.6 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
Approach Intersection
AM Peak Hour
Intersection
1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F
ApproachSignalized Intersections Direction
PM Peak Hour
2 Western Ave/Anaheim St 37.4 D
69.7 E
29.1 C
11.1 B
5 Western Ave/Palos Verdes Dr North 43.2 D
3 Western Ave/262nd St 7.6 A
38.5 D
3.6 A
7 Western Ave/Horizon Wy 10.0 B
6 Western Ave/Peninsula Verde Dr 6.9 A
7.0 A
33.8 C
9 Western Ave/Westmont Dr‐Delasonde Dr 60.6 E
8 Western Ave/Avenue Aprenda 30.7 C
31.6 C
12.9 B
11 Western Ave/Caddington Dr 13.2 B
10 Western Ave/Toscanini Dr 29.2 C
23.2 C
26.1 C
13 Western Ave/Park Western Dr 11.3 B
12 Western Ave/Capitol Dr 24.5 C
22.2 C
31.2 C
15 Western Ave/Summerland Ave 26.1 C
14 Western Ave/Crestwood St 22.8 C
25.2 C
27.8 C
17 Western Ave/Weymouth Pl 30.9 C
16 Western Ave/1st St 38.8 D
31.5 C
5.3 A
19 Western Ave/9th St 35.0 D
18 Western Ave/Bynner Dr 6.4 A
39.7 D
29.2 C
21 Western Ave/25th St 32.6 C
20 Western Ave/19th St 42.5 D
33.3 C
A-127
Scenario 2C Minus
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D
WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D
NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D
SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D
EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A
WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B
NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C
SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C
EB 39.1 D 60.4 E 34.1 C 42.7 D 28.5 C 28.4 C
WB 44.0 D 17.6 B 32.9 C 25.7 C 22.1 C 39.1 D
NB 0.8 A 2.3 A 1.9 A 2.8 A 1.3 A 2.6 A
SB 4.5 A 6.4 A 3.9 A 8.6 A 5.5 A 4.6 A
EB 41.1 D 44.0 D 37.6 D 50.8 D 43.6 D 39.0 D
WB 47.8 D 61.7 E 47.8 D 50.8 D 44.8 D 49.7 D
NB 28.0 C 27.1 C 20.2 C 20.3 C 21.7 C 16.3 B
SB 34.1 C 32.3 C 26.4 C 34.1 C 31.0 C 26.4 C
EB 54.7 D 59.5 E 46.8 D 47.5 D 42.4 D 48.2 D
WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A
NB 4.9 A 4.1 A 1.4 A 3.3 A 1.8 A 4.7 A
SB 2.5 A 2.5 A 1.7 A 2.0 A 2.7 A 1.5 A
EB 49.1 D 0.3 A 0.4 A 2.5 A 0.4 A 1.3 A
WB 8.9 A 14.5 B 15.3 B 10.5 B 21.3 C 24.7 C
NB 6.9 A 3.8 A 5.5 A 2.0 A 2.8 A 1.6 A
SB 5.0 A 9.4 A 8.5 A 4.7 A 4.2 A 4.5 A
EB 26.1 C 58.1 E 3.1 A 14.4 B 2.7 A 1.5 A
WB 0.0 A 57.3 E 50.8 D 53.3 D 52.8 D 52.0 D
NB 5.8 A 10.0 B 5.5 A 8.6 A 6.6 A 5.5 A
SB 4.0 A 23.2 C 11.8 B 6.5 A 5.3 A 4.3 A
EB 60.6 E 82.3 F 40.0 D 50.6 D 35.9 D 39.5 D
WB 32.4 C 40.9 D 28.3 C 41.1 D 41.6 D 36.3 D
NB 21.5 C 29.2 C 11.5 B 32.8 C 29.4 C 13.8 B
SB 13.8 B 27.4 C 12.8 B 18.7 B 21.6 C 15.1 B
EB 44.6 D 60.1 E 1.5 A 29.6 C 1.4 A 39.6 D
WB 78.8 E 88.6 F 64.3 E 89.3 F 64.8 E 62.9 E
NB 8.6 A 10.6 B 3.2 A 5.5 A 5.8 A 5.6 A
SB 11.7 B 16.7 B 14.4 B 5.9 A 4.7 A 4.6 A
EB 7.6 A 5.8 A 54.2 D 24.0 C 63.0 E 12.8 B
WB 0.2 A 29.2 C 19.8 B 31.4 C 23.7 C 13.0 B
NB 5.2 A 8.1 A 7.8 A 18.2 B 16.6 B 7.1 A
SB 1.2 A 7.4 A 5.3 A 11.7 B 12.9 B 2.8 A
EB 68.8 E 47.3 D 57.9 E 45.5 D 48.4 D 47.7 D
WB 29.3 C 45.2 D 33.2 C 39.7 D 38.4 D 35.4 D
NB 2.4 A 11.1 B 5.8 A 14.2 B 13.5 B 8.4 A
SB 19.0 B 22.4 C 17.1 B 17.0 B 19.5 B 18.4 B
EB 0.0 A 0.0 A 0.2 A 26.1 C 22.8 C 18.9 B
WB 39.1 D 57.9 E 41.4 D 81.2 F 61.2 E 51.0 D
NB 2.0 A 7.3 A 1.3 A 3.1 A 4.3 A 6.1 A
SB 1.3 A 7.1 A 2.3 A 13.8 B 7.2 A 5.3 A
EB 62.1 E 71.5 E 56.5 E 61.9 E 60.3 E 56.9 E
WB 43.6 D 70.8 E 60.4 E 109.8 F 84.8 F 67.5 E
NB 7.1 A 17.8 B 7.8 A 16.1 B 11.8 B 6.4 A
SB 5.2 A 29.4 C 5.6 A 29.1 C 29.7 C 17.9 B
EB 44.4 D 74.5 E 58.1 E 47.7 D 42.6 D 44.1 D
WB 30.3 C 38.1 D 29.1 C 36.8 D 37.0 D 28.2 C
NB 5.8 A 17.6 B 10.2 B 11.6 B 13.0 B 8.9 A
SB 13.2 B 15.1 B 19.4 B 29.7 C 26.5 C 26.0 C
EB 62.4 E 67.7 E 55.2 E 59.4 E 56.9 E 56.7 E
WB 23.6 C 39.5 D 37.4 D 35.5 D 32.2 C 26.2 C
NB 16.9 B 21.3 C 13.3 B 14.2 B 11.3 B 12.1 B
SB 13.6 B 24.9 C 15.4 B 23.3 C 17.1 B 18.9 B
EB 58.0 E 58.3 E 47.4 D 53.8 D 52.9 D 52.4 D
WB 11.5 B 24.0 C 29.8 C 30.2 C 31.7 C 37.1 D
NB 25.6 C 35.0 D 29.8 C 34.6 C 34.2 C 30.9 C
SB 23.6 C 23.5 C 21.2 C 27.3 C 27.6 C 27.8 C
EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A
WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D
NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A
SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A
EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C
WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D
NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C
SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C
EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D
WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D
NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B
SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A
EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C
WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C
NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C
SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B
515 PM 545 PM 630 PM
Approach Intersection Approach Intersection
715 AM 800 AM 845 AM
Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection
1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E
Signalized Intersections Direction
51.7 D 45.4 D
2 Western Ave/Anaheim St 21.6 C
49.4 D 51.9 D
29.0 C 27.3 C 23.9 C32.2 C 27.1 C
A 6.3 A8.1 A 4.7 A
5 Western Ave/Palos Verdes Dr North 37.1 D
11.2 B 6.63 Western Ave/262nd St 5.9 A
38.6 D 35.1 D 32.4 C37.8 D 33.2 C
A 3.2 A3.9 A 2.0 A
7 Western Ave/Horizon Wy 6.4 A
2.9 A 2.66 Western Ave/Peninsula Verde Dr 4.2 A
3.7 A 3.9 A 3.5 A6.0 A 7.0 A
A 4.8 A21.3 C 8.0 A
9 Western Ave/Westmont Dr‐Delasonde Dr 25.1 C
7.8 A 5.98 Western Ave/Avenue Aprenda 7.6 A
28.0 C 27.4 C 18.2 B34.9 C 15.7 B
A 7.1 A21.3 C 10.0 B
11 Western Ave/Caddington Dr 4.1 A
9.5 A 6.510 Western Ave/Toscanini Dr 14.8 B
15.2 B 18.1 B 5.2 A7.9 A 10.4 B
C 18.2 B23.2 C 16.1 B
13 Western Ave/Park Western Dr 4.3 A
20.6 C 21.012 Western Ave/Capitol Dr 13.9 B
17.7 B 12.9 B 12.2 B13.0 B 4.3 A
C 20.2 C30.0 C 12.3 B
15 Western Ave/Summerland Ave 14.5 B
31.6 C 29.114 Western Ave/Crestwood St 11.5 B
25.4 C 23.8 C 21.1 C21.2 C 19.0 B
B 20.0 C29.7 C 21.7 C
17 Western Ave/Weymouth Pl 24.5 C
24.0 C 19.616 Western Ave/1st St 21.9 C
30.6 C 30.9 C 30.8 C28.7 C 26.7 C
A 2.7 A7.0 A 4.6 A
19 Western Ave/9th St 25.0 C
5.1 A 4.318 Western Ave/Bynner Dr 4.6 A
40.9 D 29.4 C 26.1 C31.3 C 28.2 C
B 14.6 B37.4 D 28.3 C
21 Western Ave/25th St 18.3 B
30.7 C 19.420 Western Ave/19th St 28.7 C
32.9 C 26.9 C 22.1 C34.5 C 25.0 C
A-128
Scenario 3B
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 37.3 D 108.3 F
WB 40.4 D 48.2 D
NB 190.3 F 49.0 D
SB 46.1 D 47.9 D
EB 0.0 A 0.1 A
WB 56.1 E 24.3 C
NB 36.8 D 35.6 D
SB 21.1 C 27.4 C
EB 49.1 D 50.3 D
WB 34.0 C 30.3 C
NB 7.6 A 7.7 A
SB 5.6 A 8.1 A
EB 54.1 D 53.9 D
WB 69.0 E 63.9 E
NB 37.5 D 30.0 C
SB 38.5 D 39.9 D
EB 27.1 C 26.7 C
WB 0.0 A 0.0 A
NB 17.1 B 4.7 A
SB 10.3 B 5.0 A
EB 0.0 A 48.9 D
WB 12.0 B 7.8 A
NB 11.7 B 10.1 B
SB 11.6 B 12.9 B
EB 40.2 D 58.9 E
WB 54.1 D 53.4 D
NB 54.7 D 25.7 C
SB 46.3 D 65.3 E
EB 59.5 E 48.7 D
WB 38.2 D 42.8 D
NB 162.3 F 111.8 F
SB 30.1 C 48.3 D
EB 57.1 E 22.9 C
WB 77.6 E 73.8 E
NB 9.4 A 5.8 A
SB 35.4 D 21.3 C
EB 50.2 D 56.2 E
WB 16.6 B 18.3 B
NB 31.8 C 30.0 C
SB 6.9 A 44.5 D
EB 46.7 D 54.1 D
WB 42.4 D 41.2 D
NB 12.9 B 21.0 C
SB 25.0 C 28.7 C
EB 0.2 A 23.9 C
WB 53.9 D 96.1 F
NB 3.8 A 4.2 A
SB 12.0 B 20.4 C
EB 60.4 E 61.9 E
WB 64.9 E 131.5 F
NB 21.7 C 18.6 B
SB 25.9 C 34.7 C
EB 76.8 E 69.8 E
WB 44.2 D 35.8 D
NB 19.9 B 11.9 B
SB 20.8 C 30.2 C
EB 66.3 E 60.0 E
WB 58.1 E 45.7 D
NB 28.4 C 20.4 C
SB 26.1 C 27.2 C
EB 58.6 E 51.9 D
WB 26.7 C 28.7 C
NB 36.9 D 39.5 D
SB 25.2 C 26.6 C
EB 38.0 D 34.6 C
WB 40.9 D 40.5 D
NB 4.8 A 4.2 A
SB 5.6 A 4.6 A
EB 25.4 C 29.2 C
WB 36.4 D 53.8 D
NB 26.5 C 41.5 D
SB 45.3 D 37.5 D
EB 55.9 E 53.6 D
WB 48.0 D 43.7 D
NB 34.5 C 42.5 D
SB 44.8 D 11.6 B
EB 32.7 C 41.2 D
WB 37.6 D 35.9 D
NB 34.6 C 32.9 C
SB 28.5 C 22.2 C
33.3 C21Western Ave/25th St 32.6 C
20 Western Ave/19th St 42.5 D 29.2 C
39.7 D19Western Ave/9th St 35.0 D
18 Western Ave/Bynner Dr 6.4 A 5.3 A
31.7 C17Western Ave/Weymouth Pl 30.5 C
16 Western Ave/1st St 36.9 D 29.6 C
25.7 C15Western Ave/Summerland Ave 26.5 C
14 Western Ave/Crestwood St 27.9 C 37.0 D
23.0 C13Western Ave/Park Western Dr 11.5 B
12 Western Ave/Capitol Dr 23.9 C 28.7 C
38.7 D11Western Ave/Caddington Dr 21.5 C
10 Western Ave/Toscanini Dr 26.8 C 16.1 B
71.3 E9 Western Ave/Westmont Dr‐Delasonde Dr 91.3 F
8 Western Ave/Avenue Aprenda 49.8 D 48.5 D
12.2 B7Western Ave/Horizon Wy 11.7 B
6 Western Ave/Peninsula Verde Dr 14.7 B 5.0 A
45.8 D5 Western Ave/Palos Verdes Dr North 48.3 D
3 Western Ave/262nd St 10.4 B
29.1 C
13.3 B
2 Western Ave/Anaheim St 37.4 D
69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F
ApproachSignalized Intersections Direction
PM Peak Hour
Approach Intersection
AM Peak Hour
Intersection
A-129
Scenario 3B
#Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS
EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D
WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D
NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D
SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D
EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A
WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B
NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C
SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C
EB 45.4 D 58.4 E 38.4 D 51.1 D 36.2 D 31.3 C
WB 45.1 D 17.2 B 37.6 D 27.2 C 24.3 C 44.0 D
NB 4.8 A 8.9 A 4.0 A 8.5 A 4.8 A 4.0 A
SB 4.6 A 6.4 A 3.6 A 9.0 A 5.4 A 4.2 A
EB 47.7 D 49.9 D 48.0 D 56.9 E 51.2 D 48.6 D
WB 59.7 E 65.0 E 61.7 E 63.1 E 60.5 E 60.7 E
NB 39.7 D 35.9 D 37.9 D 27.3 C 29.2 C 29.4 C
SB 33.0 C 33.7 C 28.4 C 40.3 D 36.4 D 30.9 C
EB 28.6 C 28.8 C 26.8 C 25.4 C 24.0 C 26.2 C
WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A
NB 5.0 A 6.8 A 6.2 A 5.7 A 3.7 A 3.8 A
SB 4.0 A 5.2 A 5.4 A 6.4 A 5.0 A 4.5 A
EB 44.4 D 0.0 A 0.3 A 2.1 A 0.4 A 1.1 A
WB 7.9 A 9.3 A 14.8 B 9.4 A 20.0 C 22.8 C
NB 9.5 A 10.2 B 8.0 A 7.8 A 7.6 A 6.7 A
SB 9.4 A 9.5 A 8.7 A 10.1 B 8.7 A 7.8 A
EB 19.6 B 52.4 D 2.1 A 11.1 B 1.9 A 0.7 A
WB 0.0 A 53.3 D 55.2 E 40.5 D 39.6 D 36.5 D
NB 14.7 B 38.0 D 14.0 B 11.6 B 10.0 B 9.6 A
SB 10.6 B 28.6 C 11.2 B 22.9 C 19.6 B 14.3 B
EB 52.8 D 50.5 D 42.4 D 47.2 D 36.3 D 40.2 D
WB 32.4 C 36.6 D 31.5 C 41.0 D 43.3 D 37.0 D
NB 31.8 C 58.2 E 23.3 C 55.5 E 43.2 D 25.6 C
SB 22.1 C 15.7 B 10.6 B 35.3 D 34.7 C 28.2 C
EB 31.2 C 44.4 D 1.2 A 24.0 C 1.1 A 33.1 C
WB 64.1 E 87.7 F 54.7 D 63.1 E 53.2 D 51.7 D
NB 6.2 A 7.6 A 4.5 A 5.4 A 5.6 A 7.0 A
SB 16.4 B 21.6 C 14.9 B 19.3 B 18.6 B 14.4 B
EB 3.9 A 2.9 A 45.7 D 13.6 B 50.7 D 7.4 A
WB 0.0 A 21.3 C 17.5 B 26.4 C 19.8 B 11.0 B
NB 6.1 A 19.3 B 17.4 B 20.2 C 22.0 C 10.0 B
SB 1.3 A 6.2 A 5.1 A 15.1 B 21.5 C 6.1 A
EB 55.3 E 45.1 D 57.0 E 45.5 D 45.4 D 41.1 D
WB 24.2 C 44.0 D 32.5 C 39.7 D 35.4 D 29.5 C
NB 3.5 A 10.7 B 5.5 A 10.5 B 18.0 B 8.3 A
SB 11.3 B 29.2 C 18.1 B 32.6 C 26.6 C 25.7 C
EB 0.0 A 0.0 A 0.2 A 26.1 C 21.6 C 17.6 B
WB 29.8 C 57.7 E 40.6 D 81.2 F 59.0 E 48.4 D
NB 1.3 A 6.0 A 1.7 A 3.4 A 9.3 A 5.5 A
SB 1.7 A 8.1 A 3.1 A 13.8 B 11.1 B 4.9 A
EB 49.1 D 64.5 E 55.1 E 61.9 E 56.5 E 48.3 D
WB 36.6 D 69.5 E 58.9 E 109.8 F 125.3 F 57.6 E
NB 6.6 A 16.7 B 7.7 A 16.1 B 10.3 B 6.8 A
SB 6.1 A 36.0 D 10.5 B 36.8 D 29.9 C 22.4 C
EB 37.5 D 68.0 E 57.8 E 47.7 D 39.8 D 40.5 D
WB 25.3 C 35.2 D 28.5 C 36.8 D 34.3 C 23.2 C
NB 6.5 A 18.1 B 9.3 A 11.8 B 13.0 B 24.6 C
SB 22.8 C 20.4 C 20.8 C 27.1 C 27.4 C 22.8 C
EB 48.9 D 61.8 E 53.9 D 59.4 E 53.5 D 48.9 D
WB 24.6 C 40.4 D 37.8 D 35.6 D 36.1 D 27.3 C
NB 14.2 B 20.4 C 13.2 B 14.2 B 9.0 A 11.9 B
SB 17.6 B 23.7 C 16.0 B 24.9 C 19.0 B 14.9 B
EB 45.8 D 54.6 D 46.2 D 53.8 D 48.7 D 45.3 D
WB 10.0 B 23.8 C 30.3 C 30.2 C 31.9 C 37.1 D
NB 28.0 C 35.3 D 29.9 C 34.6 C 37.3 D 35.5 D
SB 19.5 B 24.8 C 20.1 C 27.0 C 22.9 C 16.2 B
EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A
WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D
NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A
SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A
EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C
WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D
NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C
SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C
EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D
WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D
NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B
SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A
EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C
WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C
NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C
SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B
C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B
30.7 C 19.420 Western Ave/19th St 28.7 C
32.9 C 26.9
B 14.6 B37.4 D 28.3 C
C 26.1 C31.3 C 28.2 C19Western Ave/9th St 25.0 C
5.1 A 4.318 Western Ave/Bynner Dr 4.6 A
40.9 D 29.4
A 2.7 A7.0 A 4.6 A
C 24.7 C29.2 C 26.2 C17Western Ave/Weymouth Pl 22.6 C
24.7 C 20.216 Western Ave/1st St 20.6 C
30.5 C 29.3
C 17.9 B28.6 C 21.9 C
C 23.9 C23.3 C 19.0 B15 Western Ave/Summerland Ave 16.0 B
35.0 D 32.014 Western Ave/Crestwood St 10.4 B
24.1 C 23.7
C 21.2 C31.5 C 13.9 B
B 11.4 B12.8 B 4.7 A13 Western Ave/Park Western Dr 3.4 A
26.9 C 25.512 Western Ave/Capitol Dr 10.9 B
17.8 B 16.5
C 21.0 C25.4 C 16.2 B
C 7.7 A12.2 B 14.4 B11Western Ave/Caddington Dr 4.4 A
15.2 B 13.710 Western Ave/Toscanini Dr 13.3 B
17.0 B 23.8
B 12.5 B19.9 B 10.5 B
D 28.8 C41.3 D 20.9 C9 Western Ave/Westmont Dr‐Delasonde Dr 31.3 C
17.9 B 15.48 Western Ave/Avenue Aprenda 13.9 B
44.0 D 38.9
B 12.0 B37.6 D 12.6 B
A 7.4 A9.9 A 8.4 A7Western Ave/Horizon Wy 9.6 A
6.2 A 4.66 Western Ave/Peninsula Verde Dr 4.8 A
9.1 A 8.4
A 4.4 A6.4 A 6.1 A
D 42.0 D43.8 D 45.6 D5 Western Ave/Palos Verdes Dr North 45.8 D
14.7 B 8.73 Western Ave/262nd St 8.5 A
46.2 D 43.8
27.1 C
A 6.9 A12.2 B 6.1 A
51.7 D 45.4 D
2 Western Ave/Anaheim St 21.6 C
49.4 D 51.9 D
29.0 C 27.3 C 23.9 C32.2 C
1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E
Signalized Intersections Direction
515 PM 545 PM 630 PM
Approach Intersection Approach Intersection
715 AM 800 AM 845 AM
Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection
A-130
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX C – SIMULATION OUTPUTS
A-131
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Existing Conditions
A-132
Arterial Level of Service
Existing Conditions 01/02/2024
EX_AM SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 50.7 57.4 0.1 5
Bagels Galore Ctr 107 3.3 9.9 0.1 27
19th St 20 26.4 47.2 0.2 18
Dodson Ave 109 3.9 16.3 0.1 30
27 1.3 21.9 0.2 37
9th St 19 18.6 51.9 0.4 26
Byner Dr 18 7.5 23.3 0.2 27
Weymouth Ave 17 25.3 67.2 0.4 22
1st Ave 16 49.0 58.8 0.1 6
Summerland Ave 15 42.7 68.8 0.3 13
Inn 108 4.4 14.7 0.1 24
Crestwood St 14 28.1 38.9 0.1 10
Park Plaza 106 3.3 11.8 0.1 25
Park Western Dr 13 7.4 14.0 0.1 16
Capitol Dr 12 24.2 35.6 0.1 11
Harbour Cove 105 21.7 31.3 0.1 11
Church Driveway 11 151.3 171.5 0.2 4
Palos Verdes Plaza 104 48.5 59.9 0.1 5
Toscanini Dr 10 87.6 97.4 0.1 4
Westmont Plaza Shopp 103 77.5 87.3 0.1 4
Westmont Dr 9 137.4 152.1 0.1 3
Garden Village Shopp 102 3.6 13.6 0.1 27
Greengate Ave 8 33.8 51.7 0.2 12
Horizon Way 7 13.8 37.7 0.2 22
26 4.1 16.5 0.1 26
Peninsula Verde Dr 6 8.6 36.7 0.3 27
Palos Verdes Dr N 5 36.4 56.2 0.2 14
Rolling Hills View C 101 3.1 9.4 0.1 23
263rd St 4 81.6 109.5 0.3 9
262nd St 3 112.1 126.1 0.1 3
Anaheim St 2 195.7 266.2 0.1 3
25 65.1 74.9 0.1 5
Pacific Coast Highwa 1 111.2 119.2 0.1 3
Total 1489.3 2054.9 5.1 9
A-133
Arterial Level of Service
Existing Conditions 01/02/2024
EX_AM SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 47.4 55.0 0.1 5
25 4.0 13.6 0.1 23
260th St 2 18.6 28.5 0.1 12
262nd St 3 9.9 24.9 0.1 22
263rd St 4 1.7 12.6 0.1 30
Rolling Hills View C 101 4.2 32.4 0.3 30
Palos Verdes Dr N 5 35.5 40.8 0.1 5
Peninsula Verde Dr 6 9.9 32.1 0.2 24
26 3.3 32.2 0.3 31
Green Hills Dr 7 5.4 17.6 0.1 25
Avenue Aprenda 8 18.0 38.5 0.2 22
Garden Village Shopp 102 2.9 19.8 0.2 32
Delasonde Dr 9 20.7 30.9 0.1 12
Westmont Plaza Shopp 103 3.1 16.3 0.1 28
Toscanini Dr 10 29.0 38.4 0.1 9
Palos Verdes Plaza 104 3.4 13.1 0.1 27
Caddington Dr 11 5.4 14.4 0.1 21
Harbour Cove 105 3.0 24.1 0.2 31
Trudie Dr 12 9.6 19.2 0.1 18
O'Reiley Parking Lot 13 5.9 17.6 0.1 23
Park Plaza 106 2.1 8.5 0.1 27
Crestwood St 14 27.3 35.6 0.1 8
Inn 108 2.9 14.0 0.1 28
Summerland Ave 15 15.2 25.0 0.1 14
1st Ave 16 24.7 51.0 0.3 18
Weymouth Ave 17 7.1 16.9 0.1 20
Byner Dr 18 9.6 47.5 0.4 32
9th St 19 19.6 34.8 0.2 18
27 6.2 40.0 0.4 34
Dodson Ave 109 2.7 23.1 0.2 35
19th St 20 30.5 42.4 0.1 12
Bagels Galore Ctr 107 7.8 28.9 0.2 30
25th St 21 47.0 53.4 0.1 5
Total 443.6 942.9 5.1 20
A-134
Arterial Level of Service
Existing Conditiions 01/03/2024
EX_PM SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 54.0 61.2 0.1 4
Bagels Galore Ctr 107 2.8 8.3 0.1 32
19th St 20 29.2 50.4 0.2 17
Dodson Ave 109 4.3 16.7 0.1 30
27 1.4 22.1 0.2 37
9th St 19 38.5 71.7 0.4 19
Byner Dr 18 8.4 24.4 0.2 25
Weymouth Ave 17 59.4 101.1 0.4 15
1st Ave 16 58.4 68.8 0.1 5
Summerland Ave 15 29.3 54.0 0.3 17
Inn 108 6.8 17.0 0.1 21
Crestwood St 14 41.1 51.9 0.1 7
Park Plaza 106 4.4 12.7 0.1 23
Park Western Dr 13 12.6 19.2 0.1 12
Capitol Dr 12 24.8 35.7 0.1 11
Harbour Cove 105 5.5 15.2 0.1 23
Church Driveway 11 21.0 42.0 0.2 18
Palos Verdes Plaza 104 2.9 12.4 0.1 25
Toscanini Dr 10 9.9 19.8 0.1 18
Westmont Plaza Shopp 103 2.8 12.2 0.1 27
Westmont Dr 9 72.8 85.7 0.1 5
Garden Village Shopp 102 3.3 13.4 0.1 27
Greengate Ave 8 21.9 40.0 0.2 16
Horizon Way 7 17.0 40.6 0.2 21
26 4.5 17.0 0.1 26
Peninsula Verde Dr 6 5.2 32.0 0.3 31
Palos Verdes Dr N 5 26.2 46.6 0.2 16
Rolling Hills View C 101 2.4 9.2 0.1 23
263rd St 4 2.3 30.6 0.3 32
262nd St 3 7.0 17.6 0.1 22
Anaheim St 2 34.3 49.0 0.1 11
25 3.3 13.5 0.1 25
Pacific Coast Highwa 1 40.0 48.6 0.1 7
Total 657.7 1160.8 5.1 16
A-135
Arterial Level of Service
Existing Conditiions 01/03/2024
EX_PM SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 53.4 65.8 0.1 5
25 4.0 13.6 0.1 23
260th St 2 21.4 30.9 0.1 11
262nd St 3 7.5 22.4 0.1 24
263rd St 4 1.9 12.6 0.1 30
Rolling Hills View C 101 7.1 34.7 0.3 28
Palos Verdes Dr N 5 34.7 39.9 0.1 5
Peninsula Verde Dr 6 7.0 28.6 0.2 27
26 3.1 31.6 0.3 32
Green Hills Dr 7 8.9 21.2 0.1 21
Avenue Aprenda 8 38.1 61.0 0.2 14
Garden Village Shopp 102 6.0 23.2 0.2 27
Delasonde Dr 9 37.1 47.3 0.1 8
Westmont Plaza Shopp 103 4.5 17.8 0.1 26
Toscanini Dr 10 15.8 25.2 0.1 13
Palos Verdes Plaza 104 4.7 14.7 0.1 24
Caddington Dr 11 21.6 30.5 0.1 10
Harbour Cove 105 6.7 27.0 0.2 28
Trudie Dr 12 13.4 23.1 0.1 15
O'Reiley Parking Lot 13 11.5 23.1 0.1 17
Park Plaza 106 13.6 20.0 0.1 11
Crestwood St 14 43.8 52.0 0.1 6
Inn 108 5.5 16.6 0.1 23
Summerland Ave 15 21.7 31.4 0.1 11
1st Ave 16 29.5 54.9 0.3 17
Weymouth Ave 17 16.5 26.5 0.1 13
Byner Dr 18 9.8 46.7 0.4 32
9th St 19 37.8 52.9 0.2 12
27 7.3 41.5 0.4 32
Dodson Ave 109 2.5 22.7 0.2 36
19th St 20 10.4 22.3 0.1 22
Bagels Galore Ctr 107 3.5 23.7 0.2 36
25th St 21 35.1 41.5 0.1 6
Total 545.4 1047.1 5.1 18
A-136
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
Project Scenarios
A-137
Arterial Level of Service
Scenario 1A 01/03/2024
S1A_AM 3 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 44.9 51.6 0.1 5
Bagels Galore Ctr 107 3.3 9.5 0.1 28
19th St 20 30.0 51.4 0.2 17
Dodson Ave 109 4.1 16.5 0.1 30
27 1.3 22.0 0.2 37
9th St 19 18.2 51.7 0.4 26
Byner Dr 18 8.9 24.9 0.2 25
Weymouth Ave 17 19.1 60.7 0.4 25
1st Ave 16 50.2 59.8 0.1 6
Summerland Ave 15 41.3 67.5 0.3 14
Inn 108 4.5 15.0 0.1 24
Crestwood St 14 16.2 27.0 0.1 14
Park Plaza 106 2.6 11.1 0.1 26
Park Western Dr 13 4.9 11.4 0.1 20
Capitol Dr 12 20.6 32.0 0.1 13
Harbour Cove 105 4.6 14.2 0.1 24
Church Driveway 11 18.2 39.2 0.2 19
Palos Verdes Plaza 104 3.7 13.1 0.1 24
Toscanini Dr 10 9.7 19.6 0.1 18
Westmont Plaza Shopp 103 4.3 13.7 0.1 24
Westmont Dr 9 55.7 69.0 0.1 7
Garden Village Shopp 102 3.4 13.5 0.1 27
Greengate Ave 8 37.1 54.9 0.2 11
Horizon Way 7 11.3 35.0 0.2 24
26 3.5 15.9 0.1 27
Peninsula Verde Dr 6 7.2 35.4 0.3 28
Palos Verdes Dr N 5 38.3 58.2 0.2 13
Rolling Hills View C 101 3.1 9.3 0.1 23
263rd St 4 105.9 133.7 0.3 7
262nd St 3 114.3 128.9 0.1 3
Anaheim St 2 188.0 284.2 0.1 3
25 63.8 73.3 0.1 5
Pacific Coast Highwa 1 118.2 126.4 0.1 3
Total 1060.2 1649.6 5.1 12
A-138
Arterial Level of Service
Scenario 1A 01/03/2024
S1A_AM 3 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 46.7 54.5 0.1 5
25 3.4 13.4 0.1 24
260th St 2 15.7 25.3 0.1 13
262nd St 3 10.0 25.0 0.1 21
263rd St 4 1.7 12.5 0.1 30
Rolling Hills View C 101 3.8 32.0 0.3 31
Palos Verdes Dr N 5 35.4 40.7 0.1 5
Peninsula Verde Dr 6 7.4 29.6 0.2 26
26 2.6 31.6 0.3 32
Green Hills Dr 7 4.9 17.0 0.1 26
Avenue Aprenda 8 19.2 39.7 0.2 21
Garden Village Shopp 102 2.7 19.4 0.2 32
Delasonde Dr 9 22.9 33.2 0.1 11
Westmont Plaza Shopp 103 2.8 15.9 0.1 29
Toscanini Dr 10 31.6 41.0 0.1 8
Palos Verdes Plaza 104 4.0 13.8 0.1 26
Caddington Dr 11 6.0 15.0 0.1 20
Harbour Cove 105 6.2 27.1 0.2 28
Trudie Dr 12 26.4 36.0 0.1 10
O'Reiley Parking Lot 13 7.4 18.9 0.1 21
Park Plaza 106 2.7 9.0 0.1 25
Crestwood St 14 23.0 31.2 0.1 9
Inn 108 2.6 13.6 0.1 28
Summerland Ave 15 18.1 27.9 0.1 13
1st Ave 16 19.6 45.6 0.3 20
Weymouth Ave 17 7.2 16.9 0.1 20
Byner Dr 18 8.2 45.8 0.4 33
9th St 19 14.7 29.9 0.2 21
27 5.6 39.0 0.4 35
Dodson Ave 109 2.9 23.1 0.2 35
19th St 20 30.0 42.0 0.1 12
Bagels Galore Ctr 107 7.1 28.1 0.2 31
25th St 21 38.1 44.6 0.1 6
Total 440.7 938.3 5.1 20
A-139
Arterial Level of Service
Scenario 1A 01/03/2024
S1A_PM 3 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 47.8 54.5 0.1 5
Bagels Galore Ctr 107 2.7 8.2 0.1 33
19th St 20 22.2 43.4 0.2 20
Dodson Ave 109 3.8 16.1 0.1 31
27 1.3 21.9 0.2 37
9th St 19 35.1 68.2 0.4 20
Byner Dr 18 6.9 22.8 0.2 27
Weymouth Ave 17 49.5 91.2 0.4 16
1st Ave 16 54.8 64.8 0.1 5
Summerland Ave 15 28.6 52.5 0.3 18
Inn 108 5.0 15.1 0.1 24
Crestwood St 14 23.1 33.9 0.1 11
Park Plaza 106 3.3 11.6 0.1 25
Park Western Dr 13 6.4 13.0 0.1 17
Capitol Dr 12 20.9 31.9 0.1 13
Harbour Cove 105 7.1 16.8 0.1 20
Church Driveway 11 20.5 41.5 0.2 18
Palos Verdes Plaza 104 3.3 12.8 0.1 24
Toscanini Dr 10 9.4 19.4 0.1 18
Westmont Plaza Shopp 103 2.9 12.3 0.1 27
Westmont Dr 9 46.8 60.0 0.1 8
Garden Village Shopp 102 3.1 13.2 0.1 28
Greengate Ave 8 10.1 27.9 0.2 22
Horizon Way 7 9.4 33.3 0.2 25
26 2.7 15.2 0.1 29
Peninsula Verde Dr 6 4.0 30.7 0.3 32
Palos Verdes Dr N 5 21.6 42.2 0.2 18
Rolling Hills View C 101 1.9 8.6 0.1 24
263rd St 4 2.3 30.5 0.3 32
262nd St 3 3.0 13.4 0.1 28
Anaheim St 2 28.6 43.4 0.1 12
25 3.4 13.3 0.1 25
Pacific Coast Highwa 1 41.5 50.5 0.1 7
Total 533.0 1034.1 5.1 18
A-140
Arterial Level of Service
Scenario 1A 01/03/2024
S1A_PM 3 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 48.5 56.9 0.1 5
25 4.3 14.2 0.1 23
260th St 2 21.2 30.2 0.1 11
262nd St 3 9.3 24.4 0.1 22
263rd St 4 1.6 12.4 0.1 31
Rolling Hills View C 101 9.5 37.3 0.3 26
Palos Verdes Dr N 5 36.3 41.5 0.1 5
Peninsula Verde Dr 6 5.1 26.8 0.2 28
26 2.8 31.5 0.3 32
Green Hills Dr 7 7.3 19.6 0.1 22
Avenue Aprenda 8 31.7 54.7 0.2 15
Garden Village Shopp 102 5.6 23.0 0.2 27
Delasonde Dr 9 19.7 29.9 0.1 12
Westmont Plaza Shopp 103 3.5 16.9 0.1 27
Toscanini Dr 10 10.1 19.5 0.1 17
Palos Verdes Plaza 104 4.4 14.4 0.1 24
Caddington Dr 11 21.0 29.9 0.1 10
Harbour Cove 105 22.2 42.5 0.2 18
Trudie Dr 12 32.3 42.1 0.1 8
O'Reiley Parking Lot 13 11.9 23.5 0.1 17
Park Plaza 106 10.0 16.4 0.1 14
Crestwood St 14 30.6 38.8 0.1 8
Inn 108 5.2 16.1 0.1 24
Summerland Ave 15 21.3 31.1 0.1 11
1st Ave 16 29.2 54.7 0.3 17
Weymouth Ave 17 22.1 32.1 0.1 11
Byner Dr 18 10.0 47.3 0.4 32
9th St 19 37.9 52.8 0.2 12
27 7.2 40.8 0.4 33
Dodson Ave 109 2.7 22.8 0.2 36
19th St 20 8.7 20.7 0.1 24
Bagels Galore Ctr 107 2.7 22.8 0.2 38
25th St 21 34.9 41.5 0.1 6
Total 530.8 1029.1 5.1 18
A-141
Arterial Level of Service
Scenario 2A 01/03/2024
S2A_AM 3 thru 15 adaptive SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 45.3 51.7 0.1 5
Bagels Galore Ctr 107 3.3 9.9 0.1 27
19th St 20 29.9 51.2 0.2 17
Dodson Ave 109 3.9 16.3 0.1 30
27 1.2 21.7 0.2 38
9th St 19 18.3 51.6 0.4 26
Byner Dr 18 7.2 23.1 0.2 27
Weymouth Ave 17 27.4 68.7 0.4 22
1st Ave 16 60.3 70.1 0.1 5
Summerland Ave 15 37.5 63.2 0.3 15
Inn 108 4.7 15.2 0.1 24
Crestwood St 14 18.8 29.6 0.1 13
Park Plaza 106 2.4 10.9 0.1 27
Park Western Dr 13 3.7 10.3 0.1 22
Capitol Dr 12 15.2 26.5 0.1 15
Harbour Cove 105 3.4 13.1 0.1 26
Church Driveway 11 14.7 35.9 0.2 21
Palos Verdes Plaza 104 3.1 12.5 0.1 25
Toscanini Dr 10 10.4 20.4 0.1 17
Westmont Plaza Shopp 103 2.4 11.9 0.1 28
Westmont Dr 9 33.7 46.8 0.1 10
Garden Village Shopp 102 3.3 13.5 0.1 27
Greengate Ave 8 34.8 52.8 0.2 12
Horizon Way 7 13.3 37.1 0.2 23
26 4.1 16.7 0.1 26
Peninsula Verde Dr 6 21.7 49.5 0.3 20
Palos Verdes Dr N 5 69.0 88.6 0.2 9
Rolling Hills View C 101 10.3 17.6 0.1 13
263rd St 4 109.9 136.9 0.3 7
262nd St 3 84.5 95.5 0.1 4
Anaheim St 2 191.1 254.8 0.1 3
25 63.9 73.6 0.1 5
Pacific Coast Highwa 1 117.2 125.2 0.1 3
Total 1070.0 1622.5 5.1 12
A-142
Arterial Level of Service
Scenario 2A 01/03/2024
S2A_AM 3 thru 15 adaptive SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 48.9 56.5 0.1 5
25 3.7 13.4 0.1 24
260th St 2 18.4 28.1 0.1 12
262nd St 3 7.9 22.7 0.1 24
263rd St 4 1.5 12.4 0.1 31
Rolling Hills View C 101 3.7 32.0 0.3 31
Palos Verdes Dr N 5 37.1 42.4 0.1 5
Peninsula Verde Dr 6 7.2 29.1 0.2 26
26 2.9 31.7 0.3 31
Green Hills Dr 7 4.8 17.1 0.1 25
Avenue Aprenda 8 19.7 40.2 0.2 21
Garden Village Shopp 102 2.6 19.4 0.2 32
Delasonde Dr 9 22.8 33.1 0.1 11
Westmont Plaza Shopp 103 2.6 15.8 0.1 29
Toscanini Dr 10 33.8 43.1 0.1 8
Palos Verdes Plaza 104 4.0 13.7 0.1 26
Caddington Dr 11 5.1 14.1 0.1 22
Harbour Cove 105 3.4 24.4 0.2 31
Trudie Dr 12 21.0 30.7 0.1 11
O'Reiley Parking Lot 13 8.1 19.7 0.1 20
Park Plaza 106 2.5 8.8 0.1 26
Crestwood St 14 17.5 25.7 0.1 11
Inn 108 3.0 14.0 0.1 27
Summerland Ave 15 18.6 28.5 0.1 13
1st Ave 16 21.1 46.6 0.3 20
Weymouth Ave 17 11.0 20.9 0.1 17
Byner Dr 18 11.5 49.3 0.4 30
9th St 19 21.3 36.5 0.2 17
27 6.3 39.9 0.4 34
Dodson Ave 109 3.1 23.4 0.2 35
19th St 20 32.8 44.7 0.1 11
Bagels Galore Ctr 107 7.5 28.4 0.2 30
25th St 21 34.1 40.4 0.1 7
Total 449.7 946.9 5.1 20
A-143
Arterial Level of Service
Scenario 2A 01/03/2024
S2A_PM 3 thru 15 adaptive SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 47.4 54.5 0.1 5
Bagels Galore Ctr 107 2.6 7.9 0.1 34
19th St 20 26.1 47.4 0.2 18
Dodson Ave 109 4.6 16.9 0.1 29
27 1.5 21.9 0.2 37
9th St 19 34.9 67.8 0.4 20
Byner Dr 18 9.7 25.4 0.2 24
Weymouth Ave 17 182.0 222.6 0.4 7
1st Ave 16 87.2 98.2 0.1 4
Summerland Ave 15 28.5 52.9 0.3 18
Inn 108 4.3 14.4 0.1 25
Crestwood St 14 22.2 33.0 0.1 12
Park Plaza 106 2.3 10.6 0.1 28
Park Western Dr 13 4.4 11.0 0.1 21
Capitol Dr 12 20.0 31.3 0.1 13
Harbour Cove 105 6.6 16.3 0.1 21
Church Driveway 11 23.6 44.5 0.2 17
Palos Verdes Plaza 104 3.9 13.3 0.1 23
Toscanini Dr 10 9.2 19.3 0.1 18
Westmont Plaza Shopp 103 2.6 12.1 0.1 28
Westmont Dr 9 39.6 52.6 0.1 9
Garden Village Shopp 102 3.0 13.1 0.1 28
Greengate Ave 8 11.3 29.2 0.2 21
Horizon Way 7 13.7 37.5 0.2 23
26 3.6 16.2 0.1 27
Peninsula Verde Dr 6 4.1 31.2 0.3 32
Palos Verdes Dr N 5 26.4 46.9 0.2 16
Rolling Hills View C 101 2.3 9.0 0.1 23
263rd St 4 2.0 30.6 0.3 32
262nd St 3 1.8 12.4 0.1 31
Anaheim St 2 26.1 40.9 0.1 13
25 3.1 13.2 0.1 26
Pacific Coast Highwa 1 34.3 43.1 0.1 7
Total 694.9 1197.0 5.1 15
A-144
Arterial Level of Service
Scenario 2A 01/03/2024
S2A_PM 3 thru 15 adaptive SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 45.8 54.2 0.1 6
25 3.5 13.3 0.1 24
260th St 2 22.2 31.4 0.1 11
262nd St 3 8.8 23.8 0.1 22
263rd St 4 1.8 12.4 0.1 31
Rolling Hills View C 101 7.0 34.5 0.3 29
Palos Verdes Dr N 5 34.3 39.6 0.1 5
Peninsula Verde Dr 6 4.9 26.8 0.2 28
26 2.8 31.4 0.3 32
Green Hills Dr 7 8.5 20.7 0.1 21
Avenue Aprenda 8 33.5 56.3 0.2 15
Garden Village Shopp 102 5.8 23.3 0.2 27
Delasonde Dr 9 20.4 30.7 0.1 12
Westmont Plaza Shopp 103 5.9 19.3 0.1 24
Toscanini Dr 10 16.3 25.8 0.1 13
Palos Verdes Plaza 104 4.4 14.5 0.1 24
Caddington Dr 11 21.0 29.9 0.1 10
Harbour Cove 105 11.3 31.7 0.2 24
Trudie Dr 12 25.7 35.5 0.1 10
O'Reiley Parking Lot 13 5.2 16.8 0.1 24
Park Plaza 106 5.5 12.0 0.1 19
Crestwood St 14 29.5 37.7 0.1 8
Inn 108 8.0 19.0 0.1 20
Summerland Ave 15 27.8 37.6 0.1 10
1st Ave 16 29.2 54.9 0.3 17
Weymouth Ave 17 30.5 40.4 0.1 9
Byner Dr 18 14.2 51.5 0.4 29
9th St 19 26.1 41.3 0.2 15
27 7.2 41.5 0.4 33
Dodson Ave 109 2.5 22.9 0.2 36
19th St 20 7.4 19.4 0.1 25
Bagels Galore Ctr 107 2.9 22.9 0.2 38
25th St 21 39.3 45.8 0.1 6
Total 519.1 1018.5 5.1 18
A-145
Arterial Level of Service
Scenario 2B 01/03/2024
S2B_AM 12 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 50.1 56.6 0.1 5
Bagels Galore Ctr 107 3.4 9.9 0.1 27
19th St 20 25.0 46.4 0.2 19
Dodson Ave 109 3.7 16.0 0.1 31
27 1.2 21.7 0.2 38
9th St 19 16.7 50.1 0.4 27
Byner Dr 18 6.6 22.4 0.2 28
Weymouth Ave 17 17.9 59.9 0.4 25
1st Ave 16 45.5 55.1 0.1 6
Summerland Ave 15 19.7 45.6 0.3 20
Inn 108 9.4 19.8 0.1 18
Crestwood St 14 32.7 43.3 0.1 9
Park Plaza 106 14.8 23.3 0.1 13
Park Western Dr 13 19.7 26.2 0.1 9
Capitol Dr 12 53.9 65.1 0.1 6
Harbour Cove 105 49.4 59.0 0.1 6
Church Driveway 11 230.9 251.1 0.2 3
Palos Verdes Plaza 104 53.3 65.2 0.1 5
Toscanini Dr 10 92.8 102.8 0.1 3
Westmont Plaza Shopp 103 75.8 85.8 0.1 4
Westmont Dr 9 132.1 145.2 0.1 3
Garden Village Shopp 102 3.9 13.9 0.1 27
Greengate Ave 8 35.5 53.5 0.2 12
Horizon Way 7 14.8 38.8 0.2 22
26 3.9 16.4 0.1 27
Peninsula Verde Dr 6 9.9 38.2 0.3 26
Palos Verdes Dr N 5 43.0 62.8 0.2 12
Rolling Hills View C 101 2.9 9.0 0.1 24
263rd St 4 13.8 41.8 0.3 24
262nd St 3 58.9 69.6 0.1 5
Anaheim St 2 167.1 202.0 0.1 3
25 69.4 79.0 0.1 4
Pacific Coast Highwa 1 113.2 121.2 0.1 3
Total 1490.9 2016.8 5.1 9
A-146
Arterial Level of Service
Scenario 2B 01/03/2024
S2B_AM 12 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 50.7 58.4 0.1 5
25 3.5 13.2 0.1 24
260th St 2 15.5 25.1 0.1 13
262nd St 3 8.6 23.4 0.1 23
263rd St 4 1.8 12.7 0.1 30
Rolling Hills View C 101 3.5 31.6 0.3 31
Palos Verdes Dr N 5 37.9 43.2 0.1 5
Peninsula Verde Dr 6 9.7 31.6 0.2 24
26 3.4 32.1 0.3 31
Green Hills Dr 7 5.1 17.2 0.1 25
Avenue Aprenda 8 21.7 41.9 0.2 20
Garden Village Shopp 102 3.3 20.1 0.2 31
Delasonde Dr 9 24.7 34.8 0.1 11
Westmont Plaza Shopp 103 3.4 16.6 0.1 28
Toscanini Dr 10 29.5 39.0 0.1 9
Palos Verdes Plaza 104 4.0 13.7 0.1 26
Caddington Dr 11 6.4 15.4 0.1 20
Harbour Cove 105 3.3 24.2 0.2 31
Trudie Dr 12 19.4 29.2 0.1 12
O'Reiley Parking Lot 13 7.5 19.1 0.1 21
Park Plaza 106 2.1 8.5 0.1 27
Crestwood St 14 22.5 30.8 0.1 10
Inn 108 3.3 14.4 0.1 27
Summerland Ave 15 14.2 24.2 0.1 15
1st Ave 16 27.4 53.8 0.3 17
Weymouth Ave 17 8.1 18.0 0.1 19
Byner Dr 18 11.1 48.7 0.4 31
9th St 19 19.8 35.0 0.2 18
27 6.3 39.8 0.4 34
Dodson Ave 109 2.9 23.1 0.2 35
19th St 20 31.9 43.9 0.1 11
Bagels Galore Ctr 107 6.9 27.9 0.2 31
25th St 21 39.9 46.2 0.1 6
Total 459.2 956.6 5.1 19
A-147
Arterial Level of Service
Scenario 2B 01/03/2024
S2B_PM 12 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 47.8 54.5 0.1 5
Bagels Galore Ctr 107 2.6 8.0 0.1 34
19th St 20 28.8 49.8 0.2 17
Dodson Ave 109 4.2 16.6 0.1 30
27 1.5 22.2 0.2 37
9th St 19 39.3 71.9 0.4 19
Byner Dr 18 8.9 24.8 0.2 25
Weymouth Ave 17 248.4 288.2 0.4 5
1st Ave 16 81.5 95.5 0.1 4
Summerland Ave 15 27.8 52.1 0.3 18
Inn 108 4.9 14.8 0.1 24
Crestwood St 14 23.0 33.8 0.1 11
Park Plaza 106 2.6 10.9 0.1 27
Park Western Dr 13 3.9 10.5 0.1 22
Capitol Dr 12 19.2 30.4 0.1 13
Harbour Cove 105 5.7 15.4 0.1 22
Church Driveway 11 27.3 47.9 0.2 16
Palos Verdes Plaza 104 3.6 13.0 0.1 24
Toscanini Dr 10 7.1 17.1 0.1 21
Westmont Plaza Shopp 103 4.6 14.0 0.1 24
Westmont Dr 9 78.2 91.1 0.1 5
Garden Village Shopp 102 3.7 14.0 0.1 26
Greengate Ave 8 16.2 34.3 0.2 18
Horizon Way 7 13.7 37.8 0.2 22
26 3.9 16.4 0.1 27
Peninsula Verde Dr 6 5.9 32.8 0.3 30
Palos Verdes Dr N 5 25.9 46.4 0.2 16
Rolling Hills View C 101 2.4 9.1 0.1 23
263rd St 4 2.3 30.7 0.3 32
262nd St 3 6.4 16.8 0.1 23
Anaheim St 2 30.6 45.3 0.1 12
25 3.1 13.1 0.1 26
Pacific Coast Highwa 1 34.5 43.0 0.1 7
Total 819.4 1322.3 5.1 14
A-148
Arterial Level of Service
Scenario 2B 01/03/2024
S2B_PM 12 thru 15 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 45.1 53.6 0.1 6
25 4.0 13.7 0.1 23
260th St 2 21.8 31.1 0.1 11
262nd St 3 8.0 23.0 0.1 23
263rd St 4 1.9 12.6 0.1 30
Rolling Hills View C 101 6.5 34.3 0.3 29
Palos Verdes Dr N 5 33.1 38.3 0.1 5
Peninsula Verde Dr 6 7.2 28.8 0.2 26
26 3.4 32.1 0.3 31
Green Hills Dr 7 8.8 21.2 0.1 21
Avenue Aprenda 8 35.6 58.2 0.2 14
Garden Village Shopp 102 12.0 29.5 0.2 21
Delasonde Dr 9 49.7 59.8 0.1 6
Westmont Plaza Shopp 103 6.1 19.4 0.1 24
Toscanini Dr 10 17.3 26.7 0.1 13
Palos Verdes Plaza 104 5.7 15.7 0.1 22
Caddington Dr 11 24.0 32.9 0.1 9
Harbour Cove 105 7.6 27.9 0.2 27
Trudie Dr 12 21.7 31.5 0.1 11
O'Reiley Parking Lot 13 8.3 19.9 0.1 20
Park Plaza 106 8.3 14.8 0.1 15
Crestwood St 14 38.3 46.6 0.1 6
Inn 108 5.4 16.4 0.1 24
Summerland Ave 15 23.3 33.2 0.1 11
1st Ave 16 24.8 49.6 0.3 19
Weymouth Ave 17 26.1 36.1 0.1 10
Byner Dr 18 12.8 49.8 0.4 30
9th St 19 33.2 48.3 0.2 13
27 7.1 41.1 0.4 33
Dodson Ave 109 2.4 22.7 0.2 36
19th St 20 8.8 20.7 0.1 24
Bagels Galore Ctr 107 2.9 23.3 0.2 37
25th St 21 30.8 37.2 0.1 7
Total 552.2 1050.0 5.1 18
A-149
Arterial Level of Service
Scenario 2C 01/03/2024
S2C_AM 2 thru 21 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 45.3 51.8 0.1 5
Bagels Galore Ctr 107 3.4 10.0 0.1 27
19th St 20 22.0 43.4 0.2 20
Dodson Ave 109 3.4 15.7 0.1 31
27 1.1 21.7 0.2 38
9th St 19 24.3 57.1 0.4 24
Byner Dr 18 5.5 21.5 0.2 29
Weymouth Ave 17 23.4 65.6 0.4 23
1st Ave 16 22.3 32.1 0.1 11
Summerland Ave 15 16.3 42.4 0.3 22
Inn 108 3.8 14.3 0.1 25
Crestwood St 14 20.9 31.7 0.1 12
Park Plaza 106 2.6 11.1 0.1 26
Park Western Dr 13 4.7 11.3 0.1 20
Capitol Dr 12 19.0 30.2 0.1 13
Harbour Cove 105 3.8 13.5 0.1 26
Church Driveway 11 21.7 42.5 0.2 18
Palos Verdes Plaza 104 4.3 13.6 0.1 23
Toscanini Dr 10 13.6 23.6 0.1 15
Westmont Plaza Shopp 103 6.4 15.8 0.1 21
Westmont Dr 9 59.3 72.3 0.1 6
Garden Village Shopp 102 3.6 13.8 0.1 27
Greengate Ave 8 34.7 52.6 0.2 12
Horizon Way 7 12.8 36.8 0.2 23
26 4.4 16.9 0.1 26
Peninsula Verde Dr 6 7.5 35.8 0.3 28
Palos Verdes Dr N 5 41.0 60.3 0.2 13
Rolling Hills View C 101 4.0 10.3 0.1 21
263rd St 4 100.5 127.5 0.3 8
262nd St 3 91.0 102.6 0.1 4
Anaheim St 2 194.2 268.2 0.1 3
25 65.9 75.6 0.1 5
Pacific Coast Highwa 1 106.4 114.4 0.1 3
Total 993.2 1555.9 5.1 12
A-150
Arterial Level of Service
Scenario 2C 01/03/2024
S2C_AM 2 thru 21 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 46.9 54.7 0.1 5
25 3.6 13.2 0.1 24
260th St 2 21.1 31.0 0.1 11
262nd St 3 4.6 19.4 0.1 28
263rd St 4 1.0 11.9 0.1 32
Rolling Hills View C 101 2.9 31.0 0.3 32
Palos Verdes Dr N 5 31.8 37.0 0.1 6
Peninsula Verde Dr 6 4.6 26.8 0.2 28
26 2.3 30.9 0.3 32
Green Hills Dr 7 4.1 16.2 0.1 27
Avenue Aprenda 8 14.9 35.3 0.2 24
Garden Village Shopp 102 2.4 19.4 0.2 32
Delasonde Dr 9 19.4 29.5 0.1 12
Westmont Plaza Shopp 103 2.4 15.5 0.1 30
Toscanini Dr 10 34.0 43.4 0.1 8
Palos Verdes Plaza 104 3.8 13.5 0.1 26
Caddington Dr 11 6.3 15.2 0.1 20
Harbour Cove 105 4.2 25.0 0.2 30
Trudie Dr 12 25.0 34.5 0.1 10
O'Reiley Parking Lot 13 9.5 21.1 0.1 19
Park Plaza 106 3.4 9.7 0.1 23
Crestwood St 14 22.2 30.4 0.1 10
Inn 108 2.7 13.7 0.1 28
Summerland Ave 15 17.7 27.5 0.1 13
1st Ave 16 41.7 68.0 0.3 14
Weymouth Ave 17 16.9 26.8 0.1 13
Byner Dr 18 8.4 46.0 0.4 33
9th St 19 17.0 32.2 0.2 19
27 4.7 38.8 0.4 35
Dodson Ave 109 2.4 22.6 0.2 36
19th St 20 9.4 21.3 0.1 23
Bagels Galore Ctr 107 6.0 27.1 0.2 32
25th St 21 37.4 43.9 0.1 6
Total 434.8 932.7 5.1 20
A-151
Arterial Level of Service
Scenario 2C 01/03/2024
S2C_PM 2 thru 21 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 39.8 46.3 0.1 6
Bagels Galore Ctr 107 2.6 8.2 0.1 33
19th St 20 26.4 47.6 0.2 18
Dodson Ave 109 4.1 16.4 0.1 30
27 1.3 21.8 0.2 37
9th St 19 19.5 52.9 0.4 25
Byner Dr 18 7.0 23.0 0.2 27
Weymouth Ave 17 25.2 66.6 0.4 23
1st Ave 16 25.2 35.0 0.1 10
Summerland Ave 15 11.8 36.3 0.3 26
Inn 108 3.2 13.4 0.1 27
Crestwood St 14 26.5 37.3 0.1 10
Park Plaza 106 3.0 11.4 0.1 26
Park Western Dr 13 5.4 12.0 0.1 19
Capitol Dr 12 24.5 35.6 0.1 11
Harbour Cove 105 6.0 15.7 0.1 22
Church Driveway 11 19.5 40.2 0.2 19
Palos Verdes Plaza 104 3.6 13.0 0.1 24
Toscanini Dr 10 9.8 19.8 0.1 18
Westmont Plaza Shopp 103 2.4 11.8 0.1 28
Westmont Dr 9 30.0 43.1 0.1 11
Garden Village Shopp 102 2.6 12.7 0.1 29
Greengate Ave 8 11.9 29.6 0.2 21
Horizon Way 7 10.2 34.2 0.2 25
26 2.7 15.2 0.1 29
Peninsula Verde Dr 6 3.9 30.5 0.3 33
Palos Verdes Dr N 5 25.0 45.6 0.2 17
Rolling Hills View C 101 2.2 8.9 0.1 24
263rd St 4 2.3 30.6 0.3 32
262nd St 3 3.2 13.7 0.1 28
Anaheim St 2 24.4 38.9 0.1 14
25 2.2 12.4 0.1 28
Pacific Coast Highwa 1 34.2 42.7 0.1 7
Total 421.8 922.6 5.1 20
A-152
Arterial Level of Service
Scenario 2C 01/03/2024
S2C_PM 2 thru 21 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 45.2 53.3 0.1 6
25 4.1 13.7 0.1 23
260th St 2 27.3 37.1 0.1 9
262nd St 3 4.6 19.6 0.1 27
263rd St 4 1.4 12.1 0.1 31
Rolling Hills View C 101 6.2 33.7 0.3 29
Palos Verdes Dr N 5 30.9 36.2 0.1 6
Peninsula Verde Dr 6 4.5 25.7 0.2 30
26 2.8 31.3 0.3 32
Green Hills Dr 7 6.1 18.3 0.1 24
Avenue Aprenda 8 31.0 53.8 0.2 16
Garden Village Shopp 102 5.5 23.1 0.2 27
Delasonde Dr 9 21.2 31.4 0.1 12
Westmont Plaza Shopp 103 4.6 17.9 0.1 26
Toscanini Dr 10 8.7 18.1 0.1 19
Palos Verdes Plaza 104 3.5 13.5 0.1 26
Caddington Dr 11 16.6 25.5 0.1 12
Harbour Cove 105 6.8 26.9 0.2 28
Trudie Dr 12 18.8 28.4 0.1 12
O'Reiley Parking Lot 13 7.2 18.8 0.1 21
Park Plaza 106 5.9 12.3 0.1 18
Crestwood St 14 33.0 41.3 0.1 7
Inn 108 7.3 18.2 0.1 21
Summerland Ave 15 25.6 35.5 0.1 10
1st Ave 16 29.8 55.2 0.3 17
Weymouth Ave 17 10.5 20.6 0.1 17
Byner Dr 18 11.1 48.8 0.4 31
9th St 19 22.5 37.8 0.2 16
27 5.6 39.7 0.4 34
Dodson Ave 109 2.4 22.7 0.2 36
19th St 20 17.6 29.6 0.1 17
Bagels Galore Ctr 107 3.5 24.0 0.2 36
25th St 21 37.5 44.0 0.1 6
Total 469.2 968.2 5.1 19
A-153
Arterial Level of Service
Scenario 2C Minus 03/01/2024
S2CM_AM 3 thru 17 adaptive SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 46.8 53.4 0.1 5
Bagels Galore Ctr 107 3.3 10.0 0.1 27
19th St 20 23.0 43.9 0.2 20
Dodson Ave 109 3.8 16.1 0.1 31
27 1.1 21.5 0.2 38
9th St 19 18.2 51.7 0.4 26
Byner Dr 18 6.7 22.6 0.2 27
Weymouth Ave 17 30.3 71.7 0.4 21
1st Ave 16 27.8 37.7 0.1 9
Summerland Ave 15 13.8 40.1 0.3 23
Inn 108 3.0 13.5 0.1 26
Crestwood St 14 19.0 29.9 0.1 13
Park Plaza 106 2.8 11.3 0.1 26
Park Western Dr 13 5.5 12.1 0.1 19
Capitol Dr 12 19.9 31.2 0.1 13
Harbour Cove 105 4.2 13.9 0.1 25
Church Driveway 11 22.4 43.4 0.2 17
Palos Verdes Plaza 104 4.4 13.7 0.1 22
Toscanini Dr 10 12.2 22.2 0.1 16
Westmont Plaza Shopp 103 3.6 13.1 0.1 26
Westmont Dr 9 48.5 61.7 0.1 7
Garden Village Shopp 102 3.4 13.6 0.1 27
Greengate Ave 8 28.2 45.9 0.2 14
Horizon Way 7 8.9 32.9 0.2 26
26 2.7 15.2 0.1 29
Peninsula Verde Dr 6 17.3 44.8 0.3 22
Palos Verdes Dr N 5 50.3 69.6 0.2 11
Rolling Hills View C 101 10.6 18.0 0.1 13
263rd St 4 203.0 230.0 0.3 4
262nd St 3 146.7 165.5 0.1 2
Anaheim St 2 230.7 350.5 0.1 2
25 75.9 85.5 0.1 4
Pacific Coast Highwa 1 121.5 129.6 0.1 2
Total 1219.3 1836.0 5.1 11
A-154
Arterial Level of Service
Scenario 2C Minus 03/01/2024
S2CM_AM 3 thru 17 adaptive SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 49.3 57.0 0.1 5
25 3.5 13.3 0.1 24
260th St 2 16.2 25.9 0.1 13
262nd St 3 7.9 23.0 0.1 23
263rd St 4 1.6 12.6 0.1 30
Rolling Hills View C 101 2.7 30.5 0.3 32
Palos Verdes Dr N 5 34.0 39.2 0.1 5
Peninsula Verde Dr 6 5.3 27.5 0.2 28
26 2.5 31.3 0.3 32
Green Hills Dr 7 6.1 18.4 0.1 24
Avenue Aprenda 8 14.9 35.2 0.2 24
Garden Village Shopp 102 2.6 19.7 0.2 32
Delasonde Dr 9 28.1 38.4 0.1 10
Westmont Plaza Shopp 103 2.6 15.9 0.1 29
Toscanini Dr 10 29.0 38.4 0.1 9
Palos Verdes Plaza 104 3.4 13.1 0.1 27
Caddington Dr 11 5.3 14.2 0.1 22
Harbour Cove 105 5.4 26.5 0.2 29
Trudie Dr 12 33.5 43.3 0.1 8
O'Reiley Parking Lot 13 7.1 18.8 0.1 21
Park Plaza 106 3.2 9.5 0.1 24
Crestwood St 14 19.4 27.7 0.1 11
Inn 108 2.5 13.5 0.1 28
Summerland Ave 15 11.9 21.8 0.1 16
1st Ave 16 32.9 58.7 0.3 16
Weymouth Ave 17 18.5 28.3 0.1 12
Byner Dr 18 9.0 46.4 0.4 32
9th St 19 25.2 40.3 0.2 15
27 6.0 39.4 0.4 34
Dodson Ave 109 2.5 22.8 0.2 36
19th St 20 25.3 37.3 0.1 13
Bagels Galore Ctr 107 6.3 27.5 0.2 31
25th St 21 39.4 45.7 0.1 6
Total 463.0 961.2 5.1 19
A-155
Arterial Level of Service
Scenario 2C Minus 03/04/2024
S2CM_PM 3 thru 17 adaptive SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 44.5 51.2 0.1 5
Bagels Galore Ctr 107 2.4 7.7 0.1 35
19th St 20 25.2 46.0 0.2 19
Dodson Ave 109 4.1 16.3 0.1 30
27 1.5 22.0 0.2 37
9th St 19 34.4 66.8 0.4 20
Byner Dr 18 8.2 24.1 0.2 26
Weymouth Ave 17 28.4 70.5 0.4 21
1st Ave 16 25.7 35.9 0.1 10
Summerland Ave 15 17.9 42.1 0.3 22
Inn 108 3.3 13.2 0.1 27
Crestwood St 14 23.1 33.9 0.1 11
Park Plaza 106 2.7 11.0 0.1 27
Park Western Dr 13 4.8 11.3 0.1 20
Capitol Dr 12 23.8 34.9 0.1 12
Harbour Cove 105 5.4 15.0 0.1 23
Church Driveway 11 20.5 41.4 0.2 18
Palos Verdes Plaza 104 2.9 12.3 0.1 25
Toscanini Dr 10 8.8 18.7 0.1 19
Westmont Plaza Shopp 103 2.6 12.0 0.1 28
Westmont Dr 9 31.5 44.6 0.1 10
Garden Village Shopp 102 3.2 13.4 0.1 28
Greengate Ave 8 13.3 31.2 0.2 20
Horizon Way 7 9.0 32.8 0.2 26
26 2.2 14.7 0.1 30
Peninsula Verde Dr 6 5.3 32.4 0.3 31
Palos Verdes Dr N 5 26.0 46.4 0.2 16
Rolling Hills View C 101 2.2 8.9 0.1 24
263rd St 4 2.6 30.7 0.3 32
262nd St 3 3.3 13.8 0.1 27
Anaheim St 2 29.7 44.4 0.1 12
25 3.2 13.3 0.1 25
Pacific Coast Highwa 1 38.8 47.4 0.1 7
Total 460.5 960.3 5.1 19
A-156
Arterial Level of Service
Scenario 2C Minus 03/04/2024
S2CM_PM 3 thru 17 adaptive SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 52.2 61.9 0.1 5
25 3.9 13.6 0.1 24
260th St 2 21.7 30.8 0.1 11
262nd St 3 7.7 22.6 0.1 24
263rd St 4 1.6 12.3 0.1 31
Rolling Hills View C 101 7.5 34.9 0.3 28
Palos Verdes Dr N 5 36.6 41.8 0.1 5
Peninsula Verde Dr 6 5.1 26.7 0.2 28
26 3.0 31.7 0.3 31
Green Hills Dr 7 5.8 18.0 0.1 24
Avenue Aprenda 8 32.4 55.3 0.2 15
Garden Village Shopp 102 6.6 24.1 0.2 26
Delasonde Dr 9 21.3 31.6 0.1 12
Westmont Plaza Shopp 103 3.5 16.9 0.1 27
Toscanini Dr 10 11.6 21.1 0.1 16
Palos Verdes Plaza 104 3.3 13.4 0.1 26
Caddington Dr 11 18.9 27.8 0.1 11
Harbour Cove 105 8.5 28.6 0.2 27
Trudie Dr 12 23.3 33.1 0.1 10
O'Reiley Parking Lot 13 6.6 18.1 0.1 22
Park Plaza 106 4.4 10.9 0.1 21
Crestwood St 14 24.8 33.0 0.1 9
Inn 108 6.3 17.2 0.1 22
Summerland Ave 15 24.6 34.3 0.1 10
1st Ave 16 25.1 50.8 0.3 18
Weymouth Ave 17 15.6 25.5 0.1 14
Byner Dr 18 9.3 46.4 0.4 32
9th St 19 27.3 42.1 0.2 15
27 6.2 40.4 0.4 33
Dodson Ave 109 2.4 22.7 0.2 36
19th St 20 11.1 23.0 0.1 21
Bagels Galore Ctr 107 3.7 23.9 0.2 36
25th St 21 39.5 45.9 0.1 6
Total 481.4 980.7 5.1 19
A-157
Arterial Level of Service
Scenario 3B 01/03/2024
S3B_AM 12 thru 17 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 49.6 56.5 0.1 5
Bagels Galore Ctr 107 3.3 9.9 0.1 27
19th St 20 26.9 47.9 0.2 18
Dodson Ave 109 3.9 16.3 0.1 30
27 1.2 21.8 0.2 37
9th St 19 18.1 51.5 0.4 26
Byner Dr 18 7.1 22.9 0.2 27
Weymouth Ave 17 28.3 69.6 0.4 22
1st Ave 16 23.3 32.9 0.1 11
Summerland Ave 15 13.1 39.4 0.3 24
Inn 108 3.1 13.5 0.1 27
Crestwood St 14 18.2 28.8 0.1 13
Park Plaza 106 5.1 13.5 0.1 22
Park Western Dr 13 9.1 15.6 0.1 14
Capitol Dr 12 29.9 41.1 0.1 10
Harbour Cove 105 19.0 28.6 0.1 12
Church Driveway 11 136.6 156.9 0.2 5
Palos Verdes Plaza 104 43.5 54.9 0.1 6
Toscanini Dr 10 85.3 95.1 0.1 4
Westmont Plaza Shopp 103 73.3 82.8 0.1 4
Westmont Dr 9 129.6 142.5 0.1 3
Garden Village Shopp 102 3.9 14.0 0.1 26
Greengate Ave 8 39.2 57.2 0.2 11
Horizon Way 7 15.3 39.2 0.2 22
26 4.8 17.2 0.1 25
Peninsula Verde Dr 6 12.3 40.4 0.3 25
Palos Verdes Dr N 5 45.0 64.3 0.2 12
Rolling Hills View C 101 6.1 12.4 0.1 17
263rd St 4 156.5 183.1 0.3 5
262nd St 3 115.3 130.2 0.1 3
Anaheim St 2 218.4 286.2 0.1 2
25 70.6 80.2 0.1 4
Pacific Coast Highwa 1 116.8 124.8 0.1 3
Total 1531.7 2091.3 5.1 9
A-158
Arterial Level of Service
Scenario 3B 01/03/2024
S3B_AM 12 thru 17 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 48.4 56.0 0.1 5
25 3.6 13.3 0.1 24
260th St 2 16.0 25.7 0.1 13
262nd St 3 8.2 23.1 0.1 23
263rd St 4 1.6 12.6 0.1 30
Rolling Hills View C 101 2.7 31.0 0.3 32
Palos Verdes Dr N 5 36.0 41.2 0.1 5
Peninsula Verde Dr 6 10.2 32.3 0.2 24
26 3.4 32.2 0.3 31
Green Hills Dr 7 4.3 16.4 0.1 27
Avenue Aprenda 8 21.3 41.5 0.2 20
Garden Village Shopp 102 2.8 19.3 0.2 32
Delasonde Dr 9 18.3 28.5 0.1 13
Westmont Plaza Shopp 103 2.7 15.8 0.1 29
Toscanini Dr 10 25.2 34.6 0.1 10
Palos Verdes Plaza 104 3.2 12.8 0.1 27
Caddington Dr 11 5.5 14.4 0.1 21
Harbour Cove 105 3.0 23.7 0.2 32
Trudie Dr 12 22.9 32.7 0.1 11
O'Reiley Parking Lot 13 6.7 18.3 0.1 22
Park Plaza 106 1.9 8.1 0.1 28
Crestwood St 14 20.5 28.7 0.1 10
Inn 108 2.8 13.8 0.1 28
Summerland Ave 15 12.0 21.8 0.1 16
1st Ave 16 26.1 52.1 0.3 18
Weymouth Ave 17 15.8 25.5 0.1 14
Byner Dr 18 9.7 47.3 0.4 32
9th St 19 22.5 37.6 0.2 17
27 6.6 40.2 0.4 34
Dodson Ave 109 2.7 23.1 0.2 35
19th St 20 32.9 44.9 0.1 11
Bagels Galore Ctr 107 8.1 29.2 0.2 29
25th St 21 35.6 41.9 0.1 6
Total 442.9 939.6 5.1 20
A-159
Arterial Level of Service
Scenario 3B 01/04/2024
S3B_PM 12 thru 17 coordinated SimTraffic Report
Iteris, Inc.Page 1
Arterial Level of Service: NB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
25th St 21 49.0 55.4 0.1 5
Bagels Galore Ctr 107 2.4 7.6 0.1 36
19th St 20 30.5 52.0 0.2 17
Dodson Ave 109 4.2 16.5 0.1 30
27 1.4 21.8 0.2 37
9th St 19 36.0 68.9 0.4 20
Byner Dr 18 10.7 26.6 0.2 23
Weymouth Ave 17 55.3 96.9 0.4 15
1st Ave 16 23.8 33.7 0.1 10
Summerland Ave 15 18.0 42.6 0.3 22
Inn 108 3.4 13.4 0.1 27
Crestwood St 14 22.9 33.6 0.1 11
Park Plaza 106 3.4 11.6 0.1 25
Park Western Dr 13 6.6 13.2 0.1 17
Capitol Dr 12 26.9 37.8 0.1 11
Harbour Cove 105 5.0 14.7 0.1 23
Church Driveway 11 33.1 54.0 0.2 14
Palos Verdes Plaza 104 3.5 12.9 0.1 24
Toscanini Dr 10 8.3 18.3 0.1 19
Westmont Plaza Shopp 103 4.0 13.4 0.1 25
Westmont Dr 9 59.0 71.9 0.1 6
Garden Village Shopp 102 3.3 13.5 0.1 27
Greengate Ave 8 16.9 34.9 0.2 18
Horizon Way 7 11.9 35.9 0.2 23
26 3.9 16.3 0.1 27
Peninsula Verde Dr 6 5.2 31.9 0.3 31
Palos Verdes Dr N 5 26.0 46.4 0.2 16
Rolling Hills View C 101 2.2 8.8 0.1 24
263rd St 4 2.1 30.5 0.3 32
262nd St 3 5.9 16.4 0.1 23
Anaheim St 2 29.8 44.3 0.1 12
25 3.1 13.1 0.1 26
Pacific Coast Highwa 1 37.6 46.1 0.1 7
Total 555.0 1055.3 5.1 18
A-160
Arterial Level of Service
Scenario 3B 01/04/2024
S3B_PM 12 thru 17 coordinated SimTraffic Report
Iteris, Inc.Page 2
Arterial Level of Service: SB Western Ave
Delay Travel Dist Arterial
Cross Street Node (s/veh) time (s) (mi) Speed
Pacific Coast Highwa 1 45.1 53.6 0.1 6
25 4.0 13.6 0.1 23
260th St 2 22.5 31.8 0.1 11
262nd St 3 8.4 23.5 0.1 23
263rd St 4 2.0 12.6 0.1 30
Rolling Hills View C 101 8.5 36.2 0.3 27
Palos Verdes Dr N 5 40.6 45.9 0.1 5
Peninsula Verde Dr 6 6.4 28.2 0.2 27
26 2.9 31.6 0.3 32
Green Hills Dr 7 9.3 21.7 0.1 20
Avenue Aprenda 8 32.4 55.2 0.2 15
Garden Village Shopp 102 5.5 23.0 0.2 27
Delasonde Dr 9 36.5 46.8 0.1 8
Westmont Plaza Shopp 103 5.7 19.0 0.1 24
Toscanini Dr 10 22.4 32.0 0.1 10
Palos Verdes Plaza 104 4.8 14.8 0.1 24
Caddington Dr 11 18.0 26.9 0.1 11
Harbour Cove 105 6.1 26.2 0.2 29
Trudie Dr 12 16.7 26.4 0.1 13
O'Reiley Parking Lot 13 8.4 20.0 0.1 20
Park Plaza 106 3.8 10.2 0.1 22
Crestwood St 14 34.5 42.7 0.1 7
Inn 108 6.1 17.1 0.1 23
Summerland Ave 15 30.3 40.1 0.1 9
1st Ave 16 28.9 54.0 0.3 17
Weymouth Ave 17 15.7 25.7 0.1 13
Byner Dr 18 10.2 47.8 0.4 31
9th St 19 36.2 51.3 0.2 12
27 7.5 41.8 0.4 32
Dodson Ave 109 2.7 23.0 0.2 36
19th St 20 9.2 21.2 0.1 23
Bagels Galore Ctr 107 3.2 23.8 0.2 36
25th St 21 33.0 39.6 0.1 7
Total 527.5 1027.5 5.1 18
A-161
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX D – CLEARGUIDE CONTOUR MAPS
A-162
N
NOT TO SCALE
Figure D-1
ClearGuide Contour Map of Average Speeds
Northbound Direction, May 2023
Capitol Dr to
Weymouth Ave
May 9th May 10th May 11th
City of Rancho Palos Verdes
Western Ave Traffic Flow Improvements
Traffic Study A-163
N
NOT TO SCALE
Figure D-2
ClearGuide Contour Map of Average Speeds
Northbound Direction, September 2023
N
Capitol Dr to
Weymouth Ave
Sept 26th Sept 27th Sept 28th
City of Rancho Palos Verdes
Western Ave Traffic Flow Improvements
Traffic Study A-164
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX E – COLLISION DATA
A-165
Figure E-1
Collision Summary
N
NOT TO SCALE
AM/PM Volume
XX%Percent Distribution
1. Western Ave &
Pacific Coast Hwy
2. Western Ave &
Anaheim St
3. Western Ave &
262nd St
4. Western Ave &
263rd St
5. Western Ave &
Palos Verdes Dr North
6. Western Ave &
Peninsula Verde Dr
7. Western Ave &
Horizon Wy
8. Western Ave &
Ave Aprenda
Legend
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study A-166
Figure E-2
Collision Summary
N
NOT TO SCALE
AM/PM Volume
XX%Percent Distribution
9. Western Ave &
Westmont Dr
10. Western Ave &
Toscanini Dr
11. Western Ave &
Caddington Dr
12. Western Ave &
Capitol Dr
13. Western Ave &
Park Western Dr
14. Western Ave &
Crestwood St
15. Western Ave &
Summerland Ave
16. Western Ave &
1st St
Legend
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study A-167
Figure E-3
Collision Summary
N
NOT TO SCALE
AM/PM Volume
XX%Percent Distribution
17. Western Ave &
Weymouth Pl
18. Western Ave &
Bynner Drr
19. Western Ave &
9th St
20. Western Ave &
19th St
21. Western Ave &
25th St
Legend
City of Rancho Palos Verdes
Western Avenue Traffic Flow Improvements
Traffic Study A-168
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX F – CONCEPTUAL DESIGN
A-169
Figure F-1
Western Ave/Crestwood St Improvement - Conceptual Design Plan
Crestwood St
We
s
t
e
r
n
A
v
e
Modify East-West
Signal Phasing
from Split to Protected
Move Centerline
2’ to the north
City of Rancho Palos Verdes
Western Ave Traffic Flow Improvements
Traffic Study A-170
Western Ave Traffic Flow Improvements
Traffic Study
Iteris, Inc.
APPENDIX G – PROTECTED PHASING WARRANT
A-171
MUTCD Warrant Evaluation for Protected Left‐turn Phasing
Cross‐Volume product threshold
Left‐turn
Volume
Opposing
Through
Volume
Product Left‐turn
Volume
Opposing
Through
Volume
Product Warranted?
Western Ave/Park Western Dr ‐ SB left 106 1,254 132,924 153 1,229 188,037 Yes
Western Ave/Park Western Dr ‐ NB left 12 1,089 13,068 38 1,248 47,424 No
Location
AM PM
A-172