CC SR 20220301 03 - Traffic Signal at PVDS and PVDE Alternative
CITY COUNCIL MEETING DATE: 03/01/2022
AGENDA REPORT AGENDA HEADING: Regular Business
AGENDA TITLE:
Consideration and possible action to identify potential aesthetic improvements to the
traffic signal at the intersection of Palos Verdes Drive South and Palos Verdes Drive East.
RECOMMENDED COUNCIL ACTION:
(1) Receive and file a report on traffic signal design requirements;
(2) Review possible Palos Verdes Drive South (PVDS) and Palos Verdes Drive East
(PVDE) Traffic Signal Design Modifications, and if deemed acceptable, direct Staff
to proceed with final design of the modifications for City Council approval prior to
the start of construction;
(3) If the proposed design modifications are acceptable, approve an additional
appropriation of $125,000; and,
(4) Direct Staff to activate the signal, as currently designed, into operation until the
proposed design modifications are implemented.
FISCAL IMPACT: If the proposed design modifications are deemed acceptable, the
fiscal impact of design, construction, and associated costs is
estimated to be $125,000.
Amount Budgeted: $0
Additional Appropriation: $125,000
Account Number(s): 215-400-8837-8005 (Prop C Fund – Traffic Signal at PVDS/PVDE – Engineering Design
Services)
ORIGINATED BY: James O'Neill, Project Manager
REVIEWED BY: Ramzi Awwad, Public Works Director
APPROVED BY: Ara Mihranian, AICP, City Manager
ATTACHED SUPPORTING DOCUMENTS:
A. Palos Verdes Drive South / Palos Verdes Drive East Traffic Signal Project
Plans (page A-1)
B. Palos Verdes Drive South Traffic Study Report, dated November 6, 2014
(page B-1)
C. Traffic Safety Committee (TSC) meeting minutes from March 24, 2014
(page C-1)
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BACKGROUND:
A request for a traffic signal at the intersection of PVDS and PVDE was considered by
the Traffic Safety Committee (TSC) at its meeting on March 24, 2014 (Attachment C). As
a result, a traffic study was prepared by Willdan Engineering (Attachment B) which stated
that the intersection of PVDS and PVDE meets traffic signal warrants based on traffic
volumes. The traffic study recommended that a traffic signal be instal led at this
intersection (see page 16 of Attachment B).
On October 22, 2018, the TSC considered additional traffic analysis at the intersection of
PVDS and PVDE, and recommended to the City Council proceeding with design and
prioritizing construction of a traffic signal.
On April 2, 2019, the City Council directed Staff to proceed with the design of the traffic
signal.
On July 7, 2020, the City Council awarded a construction contract for the traffic signal.
On August 17, 2021, Staff presented a status report to the City Council regarding the
construction of the traffic signal at the intersection of PVDS and PVDE. The staff report
noted an oversight was discovered and the original design was amended to include
crosswalks and associated pedestrian and eq uestrian pushbuttons, associated signal
equipment and curb cut ramps. An amendment to the construction contract was approved
by the City Council at this meeting to construct these additional improvements as part of
the traffic signal installation, and a Notice to Proceed was issued to the contractor on
August 19, 2021.
Construction of the traffic signal at the intersection of PVDS and PVDE is nearly complete.
At the City Council meeting on December 21, 2021, Councilmember Cruikshank
requested a staff report on the Traffic Signal; as he had received a number of community
concerns on the aesthetic appearance, including the number and height of poles, of the
traffic signal. City Manager Mihranian stated that the traffic signal would not be activated
until a staff report was presented to City Council on options to address the aesthetic
concerns.
In response, Staff entered into a contract with General Technologies and Solutions (GTS)
to provide an analysis of the traffic signal design and provide design modification options
for the City Council’s consideration, which is being presented this evening.
DISCUSSION:
Traffic Signal Design Requirements
Most cities in the South Bay do not have their own design standards and instead rely on
a combination of well-established standards such as those adopted by the California
Department of Transportation (Caltrans) and those included in the California Manual on
Uniform Traffic Control Devices (CA MUTCD). The City of Rancho Palos Verdes does not
have its own design standards for traffic signals and relies on those same standards.
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Those standards set minimum requirements for new traffic signals, generally as follows:
Signal Heads:
• A minimum of two primary signal faces for the through movement (or major
movement if no through movement exists), both of which must be on the far-side
of the intersection
• If there is an exclusive turn lane, a minimum of two signal faces for the turn lane,
one of which must be within the limits of the turn lane
• Signal faces may be combined for through movements and turn movements
• Supplemental signal heads based on engineering judgement may be needed
The minimum height from the bottom of a signal head to the ground is 10 feet, when the
pole is placed outside the travel lanes. The minimum height for a pedestrian signal head
under the same circumstances is seven feet. These minimum heights are to allow
pedestrians to walk underneath the signal heads and for poles to accommodate multiple
signal heads. The minimum height for a signal head above a travel lane is 17 feet, which
is to allow large vehicles to pass underneath.
Signal Poles:
The number of poles is generally dictated by field conditions allowing configurations to
meet the minimum requirements above, or based on engineering judgement. In other
words, certain field conditions may allow for one pole to accommodate multiple signal
heads; in other cases, multiple poles may be needed based on the conditions.
The width, or diameter, of poles is based on a structural design that allows the pole to
carry the needed load such as signal heads and signs, while taking into consideration
weather conditions such as wind loading.
Lighting:
The goal of lighting at an intersection is to provide illumination such that potential vehicle
and pedestrian/bicycle conflict zones are sufficiently visible for vehicles to make
necessary movements through the intersection. Through its Traffic Manual, Caltrans
provides minimum guidelines for illumination at intersections and references the
Illumination Engineering Society guidelines. A common practice for meeting those
guidelines in Los Angeles County has been to include one light per crosswalk at
signalized intersections. The other method for meeting the guidelines is an in -depth
photometric analysis.
The traffic signal installed at the intersection of PVDS and PVDE consists of the following
design elements:
• Westbound PVDE turning onto PVDS = 1 poles
o 30’ pole with 25’ mast arm for signal heads for westbound traffic and 12’
mast arm for streetlight
• Northbound PVDS = 2 poles
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o 30’ pole with 20’ mast arm for signal heads and 12’ mast arm for
streetlight
o 10’ pole for signal head
• Southbound PVDS = 3 poles
o 30’ pole with 35’ mast arm for signal heads and 12’ mast arm for
streetlight
o 10’ pole for signal head
o 30’ pole with 15’ mast arm for streetlight
• Pedestrian and equestrian pushbuttons = 2 poles
o 7’ pole on north side
o 7’ pole on west side
Some local government agencies have adopted their own style for their traffic signals and
lighting. These styles include specific characteristics for colors and decorative features,
while still conforming to the above requirements. Such styles reflect the specific
aesthetics most desirable for the community. As the City does not have its own unique
traffic signal design style, as an alternative, the City Council may wish to direct staff to
develop a design style prior to the installation of any future or replacement traffic signals
(see Alternatives section).
Proposed PVDS/PVDE Traffic Signal Design Modifications
City Staff utilized the services of GTS to identify possible design options to enhance the
aesthetics of the traffic signal on the surrounding area, and concluded that there are viable
design modifications, as described below. It is important to note that the modifications
depict a general configuration and location only, and actual locations must be confirmed
as part of a final engineering design if the City Council desires to proceed with
modifications. Additionally, underground conditions and other constraints must be verified
during the design process, and adjustments may be required. If the City Council desires
to proceed with modifications, a proposed final design will be presented to the City Council
for approval prior to the start of construction.
Westbound PVDE approaching PVDS:
Existing Modified
The existing signal configuration consists of two 30-foot poles carrying signal heads and
streetlights installed on the ocean-side along PVDS. The poles also include mast arms
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for signal heads for westbound PVDE traffic and southbound PVDS traffic and internally
lit street name signs. The pole on the northwest corner also includes a
pedestrian/equestrian signal head. There is also a seven-foot pole on the northwest
corner providing a pedestrian and equestrian pushbutton. On the near side is a 10-foot
pole with a signal head.
The proposed modified design configuration eliminates the 30-foot poles and mast arms
described above, replacing them with two 10-foot poles and one 14-foot pole to
accommodate an equestrian push-button. GTS determined that a streetlight on the
northwest corner was not required to meet the intersection lighting requirements.
Southbound PVDS approaching PVDE
Existing Modified
In addition to the 30-foot pole described in the westbound approach, the existing
configuration includes a 10-foot pole with a signal-head on the southeast corner. There
is also a 30-foot streetlight pole on the southeast corner that serves the crosswalk across
PVDE.
Because the pole with the streetlight on the southwest corner of the intersection is
proposed to be removed as part of the modification of the westbound approach, t he
proposed modified design configuration places a new 30-foot pole in the median of PVDS
with a streetlight and a mast arm for traffic signal heads for southbound PVDS traffic. The
10-foot signal pole and 30-foot streetlight pole on the southeast corner remain
unchanged.
A streetlight on the south side of the intersection is intended to illuminate the possible
interaction between a northbound bicyclist going through the intersection and a
northbound vehicle turning right onto PVDE. The existing streetlight pole on the southeast
corner does not spread light in a way that appropriately illuminates the south side of the
intersection. Therefore, Staff is investigating the possibility of a custom pole with two
streetlight fixtures on the southeast corner that would allow for the elimination of the
proposed streetlight pole in the median as part of the modified design. Additionally, Staff
is investigating whether shorter poles with different light fixture types throughout the
intersection may be viable. Further detailed analysis of these design options is needed
as part of the final design and the results would be presented to the City Council for
approval as part of the final design.
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Northbound PVDS approaching PVDE
Existing Modified
The configuration of the northeast corner of the intersection is proposed to be unchanged
because the current configuration is the only way to meet minimum design standards.
Overall, the effects of the new configuration are:
• Eliminates one 30-foot pole and associated streetlight on the northwest corner and
replaces it with one 14-foot pole and two 10-foot poles on the ocean-side of PVDS
• Replaces one 30-foot pole on the southwest corner with another 30-foot pole into
the median on the south side
Additional Appropriation for Design Modifications
To date, the current project has expenditures of $214,552.15. Additionally, there are
commitments of $147,790.15; most of which are in the form of forthcoming invoices for
work completed. The current project has an unallocated balance of $173.50 as shown in
the table below.
GTS identified a “rough order of magnitude” cost estimate of approximately $125,000.
This estimate includes design, construction, construction management, inspection, and
contingency. It may be possible to sell the existing poles fo r re-use by other agencies;
however, further research is needed on this subject.
8837 - Traffic Signal PVDS and PVDE
Budget Notes
Revised Budget 362,516.31
Budget Committed
Expenditures
To Date Balance
8005 Engineering Design 36,830.00 10,525.00 26,131.50 173.50
Committed = GTS (PO 20220179)
$9,800; Willdan (PO 20190360) $725.00
8005 SCE Line Extension 11,101.31 - 11,101.31 -
8802 Construction 269,277.00 115,260.94 154,016.06 -
8802 Construction Contingency 14,928.00 14,928.00 - -
8006 Inspection 30,380.00 7,076.72 23,303.28 -
Total Project Costs 362,516.31 147,790.66 214,552.15 173.50
Balance -$ 147,790.66$ 214,552.15$ 173.50$
Description
Project Costs:
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Should the City Council desire to complete the configuration modifications presented
earlier in this report, an additional appropriation of $125,000 is needed as summarized
under the Fiscal Impact section.
Activate the Existing Traffic Signal
If the City Council decides to proceed with the proposed design modifications, GTS
estimates that it would take approximately at least one year for completion of the signal
modifications described above. This includes time for re-design, City review of the plans,
lead time for the materials (which is currently up to nine months), procurement, and
construction.
Because of the length of time needed to complete the signal design modifications, Staff
recommends activating the signal in its current configuration so that the benefits of the
signal discussed by the TSC and the City Council dating back to 2014 can be realized
while modifications are in process. Construction of a modified signal can be accomplished
in a way that allows for activating a modified signal in the same day as de -activating an
existing signal; therefore, there would be minimal disruption when switching over .
ADDITIONAL INFORMATION:
Additional options exist for poles in terms of colors and decorative features, but further
research is needed to provide specific options for consideration. As noted in the body of
this report, Public Works recommends a separate effort for research, stakeholder input,
and adoption of a City traffic signal design style. Public Works recommends starting this
effort when key staff vacancies are filled and completing it prior to the installation of any
future or replacement signal
CONCLUSION:
Staff seeks City Council direction on whether to proceed with the proposed design
modifications to the PVDS/PVDE traffic signal, subject to approval of a final design by the
City Council prior to the start of construction.
ALTERNATIVES:
In addition to Staff recommendation, the following alternative action s are available for the
City Council’s consideration:
1. Reject proceeding with the proposed traffic signal design modifications and direct
Staff to activate the existing traffic signal at PVDS/PVDE in its current form.
2. Direct Staff to pursue the study of a roundabout as an alternative to a traffic signal.
3. Direct Staff to develop a traffic signal design style for the City prior to the installation
of any future or replacement traffic signal.
4. Take other action, as deemed appropriate.
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®2TRAFFIC SIGNAL INSTALLATION PLANPALOS VERDES DRIVE SOUTHANDPALOS VERDES DRIVE EASTTRAFFIC SIGNAL GENERAL NOTES:TRAFFIC SIGNAL CONSTRUCTION NOTES:PALOS VERDESDRIVESOUTH(40 MPH)2(40 MPH)PALOS VERDES DRIVE SOUTH(40 MPH)LA ROTONDA DRPALOS VERDES DRIVE EAST2070ECENTERCENTERCENTERBACK OF RAMP ANDREMAINING POINTS ARETHE RESPONSIBILITY OFTHE CONTRACTOR ONCEDIRT IS EXCAVATEDBACK OF RAMP ANDREMAINING POINTS ARETHE RESPONSIBILITY OFTHE CONTRACTOR ONCEDIRT IS EXCAVATEDBACK OF RAMP ANDREMAINING POINTS ARETHE RESPONSIBILITY OFTHE CONTRACTOR ONCEDIRT IS EXCAVATEDA-2
November 6, 2014
Ms. Melissa Countryman
Associate Engineer
City of Rancho Palos Verdes
30940 Hawthorne Boulevard
Rancho Palos Verdes, CA 90275-5391
Subject: Palos Verdes Drive South Traffic Study Report
Dear Ms. Countryman:
Willdan Engineering (Willdan) is pleased to submit this summary of our traffic analysis to
evaluate the need for traffic improvements at various intersections along Palos Verdes Drive
South, from Palos Verdes Drive West to the East City Limit.
In 2010, the City Council charged the Traffic Safety Committee with monitoring traffic conditions
and trends as a result of increased development along Palos Verdes Drive South. Since 2010,
traffic studies for the following five developments have indicated that future traffic conditions
along Palos Verdes Drive South may require traffic control improvements:
• Terranea Hotel Resort and Spa
• Golden Cove Improvements
• Point Vicente Animal Hospital
• Trump National Golf and Residential Project
• Point View Development
Independent traffic counts have not been conducted since 2009, however, to verify the
predicted traffic increases.
In response, a traffic analysis was prepared for key intersections and roadway segments on
Palos Verdes Drive South, involving the collection of current traffic count data and traffic
collision data, and the evaluation of the need for improvements at these locations, including
traffic signal warrant studies for certain study intersections.
In discussions with City staff, the study intersections were initially identified as follows (see
Exhibit 1):
• Lower Point Vicente Park Entrance & Palos Verdes Drive South
• Forrestal Drive/Trump International Drive & Palos Verdes Drive South
• Palos Verdes Drive East & Palos Verdes Drive South
Due to recent resident requests and the results of the traffic analysis, the following intersections
were also evaluated regarding the need for traffic improvements, for a total of seven study
intersections:
B-1
Palos Verdes Drive South Parking StudySummary Report (#101471)City of Rancho Palos VerdesStudy AreaExhibit 1PalosForrestal DrPalos
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Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 2
• Seahill Drive & Palos Verdes Drive South
• Narcissa Drive & Palos Verdes Drive South
• Peppertree Drive & Palos Verdes Drive South
• Conqueror Drive & Palos Verdes Drive South
To be consistent with the 2009 daily traffic volume locations, the following roadway segments
were selected to be included in the study:
• Lower Point Vicente Park Entrance to Sea Cove Drive
• Narcissa Drive to Peppertree Drive (in the slide area)
• Peppertree Drive to Forrestal Drive
Data Collection
Lane Configurations and Traffic Controls
The data collection began with a field review of the study area. Palos Verdes Drive South
extends from Palos Verdes Drive West to the east city limit, just east of Palos Verdes Drive
East, generally following the coastline. From Palos Verdes Drive West to Sea Cove Drive,
Palos Verdes Drive South is a four-lane divided highway with a raised, landscaped median.
East of Sea Cove Drive, it narrows to one eastbound lane, and east of Narcissa Drive, it
narrows to an undivided two-lane road. West of Schooner Drive, it becomes a two-lane divided
roadway with a raised, landscaped median and remains so through the rest of the study area.
Exhibit 2 illustrates the existing lane configurations and traffic controls at the three study
intersections.
Traffic Count Data
To assess the current multi-modal traffic conditions, intersection counts of motor vehicles,
bicycles and pedestrians were collected at the three initial study intersections, on a weekday
and a Saturday. Weekday daily counts consisted of passenger vehicles, trucks (3 or more
axles), bicycles and pedestrians on the three study segments. Saturday daily counts were also
collected, but limited to the segment from Peppertree Drive to Forrestal Drive, where the
greatest number of bicyclists was expected to occur. Weekday peak hour intersections counts
were also collected at the added intersection of Palos Verdes Drive South & Seahill Drive to
help determine the lane configuration for adding a second northbound lane.
The weekday counts were collected on April 23, 2014 and the Saturday counts were collected
on April 26, 2014, prior to the end of the regular school year for public schools and for
Marymount College. Video cameras were used to record both the intersection and segment
data. The weekday counts at the intersection of Palos Verdes Drive South & Seahill Drive were
collected on October 14, 2014.
The peak hour vehicular turning movement volumes are shown on Exhibit 3. They include the
AM and PM weekday peak hours and the Saturday peak hour. The weekday bicycle and
pedestrian AM and PM peak hour intersection volumes are illustrated on Exhibit 4. The bicycle
intersection volumes were collected as turning movement counts, as is done for motor vehicles,
whereas the pedestrian counts were collected as the number crossing each intersection
approach. Also shown on Exhibit 4, are the directional daily counts for each study roadway
B-3
Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesLegendExisting Lane Configuration& Traffic ConrolsExhibit 2Forrestal DrPalos
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Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesLegendExisting (2014) Weekday (AM/PM) & SaturdayPeak Hour VolumesExhibit 3Forrestal DrPalos
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Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesLegendExisting (2014)Weekday Bike & Pedestrian Peak Hour Intersection Volumes &Multi-Modal Weekday Daily Segment VolumesExhibit 4Forrestal DrPalos
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Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 3
segment, and for each mode of transportation. Exhibit 5 illustrates the Saturday count data.
The traffic count data is provided in Attachment A.
Traffic Collision Data
Traffic collision data was collected for Palos Verdes Drive South in the study area to help
assess traffic improvement needs. Although the traffic signal warrants are based on one year of
data, it is helpful to review several years to see if there are any patterns that indicate a collision
problem that should be addressed.
The most recent seven years of available collision data is 2007 through 2013. The data was
obtained from City records and the California Highway Patrol’s Statewide Integrated Traffic
Records System (SWITRS). The collision data is summarized in Table 1. Collision diagrams
for the study intersections and other intersections with a high number of collisions can be
referenced in Attachment B.
Traffic Analysis
Traffic Count Comparison
The existing 2014 motor vehicle traffic counts were compared to traffic counts taken in 2009
(Exhibit 6) to assess any changes in traffic volumes due to the increased development. The
2009 counts included passenger vehicles and trucks (3 or more axles), but did not include
pedestrian and bicycle counts. The peak hour and daily counts for 2009 and 2014 are shown
together, for comparison purposes, on Exhibits 7-A and 7-B. Table 2 also compares the
AM/PM peak hour intersection turning movement counts and approach volumes and Table 3
compares the daily traffic volumes between the two years. At Lower Point Vicente Park
Entrance, the 2014 traffic volumes are generally greater than the 2009 volumes. This is
expected, due to the nearby Terranea Resort. At Forrestal Drive/Trump International Drive, the
2009 traffic volumes tend to be higher. At Palos Verdes Drive East, almost all of the 2009 traffic
volumes are greater than the 2014 volumes. A comparison of the daily traffic volumes yields a
similar result. It may be that the City’s PVDE arterial roadway rehab construction work and/or
San Ramon Canyon project temporarily affected the 2014 traffic counts. In that case, the
counts east of Terranea Way are better indicators of the changes in traffic volumes on PVDS
since 2009. Recounts were not done since the PVDE project was not yet completed at the time
this report was prepared.
Bicycle and Pedestrian Review
As with motor vehicle traffic, bicycle traffic on Palos Verdes Drive South on weekdays tends to
be greater near the west end of the study area, with 143 two-way total bicycles per day west of
Terranea Way, compared to 118 in the slide area between Narcissa Drive and Peppertree
Drive, and 106 bicycles per day west of Forrestal Drive (Exhibit 4). The intersection counts
also indicate that there are more bicycles during the weekday AM peak hour than during the PM
peak hour, and that Palos Verdes Drive East is a primary bicycle feeder route to Palos Verdes
Drive South. There are few pedestrians crossing the intersections during the peak hours. As
with the bicycles, there are more pedestrians at the west end of the study area than at the east
end. The weekday daily pedestrian counts also indicate that there are far more pedestrians
walking along the south side of Palos Verdes Drive South than on the north side.
B-7
Ref No.2 Cross Street Distance3 Direction4 Type5 PCF6
PDO / Inj /
Fatal7 Date Day Time
SUMMARY OF TRAFFIC COLLISION DATA - PALOS VERDES DRIVE SOUTH1
TABLE 1
60 Sea Cove Dr 1056' E HO Unsafe Spd PDO 12/3/12 Mon 12:30
85 Sea Cove Dr 1056' E Bicycle Yield Failure Injury 3/30/13 Sat 13:46
86 Sea Cove Dr 32' W HO Strtng/Bckng PDO 5/17/13 Fri 5:11
10 Narcissa Dr 100' E HO Strtng/Bckng PDO 5/8/07 Tue 21:30
7 Narcissa Dr 750' W HO Unsafe Spd PDO 10/3/07 Wed 6:51
19 Narcissa Dr 1000' W Ped Strtng/Bckng Injury 6/22/08 Sun 17:39
97 Narcissa Dr 639' W HO Improper Turn PDO 12/29/08 Mon 22:26
102 Narcissa Dr 54' N HO Ran Off Road PDO 9/14/09 Mon 20:40
103 Narcissa Dr 2640' W RE DUI Injury 4/11/09 Sat 17:30
34 Narcissa Dr 630' W HO Unsafe Spd Injury 8/10/10 Tue 10:08
59 Narcissa Dr 1056' W HO Improper Turn Injury 9/13/12 Thu 16:12
64 Narcissa Dr 60' E OT Improper Turn Injury 11/27/12 Tue 12:55
65 Narcissa Dr 380' E RE Unsafe Spd PDO 12/10/12 Mon 8:09
83 Narcissa Dr 1365' W HO Left Turn PDO 3/12/13 Tue 18:45
88 Narcissa Dr 0' -- BR Left Turn PDO 2/26/13 Tue 15:20
8 Peppertree Dr 2971' E HO Unsafe Spd PDO 1/31/07 Wed 21:00
9 Peppertree Dr 0' -- BR Left Turn PDO 3/3/07 Sat 8:10
11 Peppertree Dr 1594' E OT Strtng/Bckng PDO 8/30/07 Thu 21:55
12 Peppertree Dr 120' E RE Unsafe Spd Injury 11/28/07 Wed 8:20
13 Peppertree Dr 940' E HO Unsafe Spd Injury 12/8/07 Sat 18:40
105 Peppertree Dr 0' -- HO DUI Injury 1/21/08 Mon 18:10
106 Peppertree Dr 2376' E OT Improper Turn Injury 6/17/08 Tue 2:00
43 Peppertree Dr 24' E RE Unsafe Spd Injury 3/6/11 Sun 14:18
44 Peppertree Dr 7920' E OT Improper Turn PDO 8/18/11 Thu 16:45
45 Peppertree Dr 150' W RE Too Close PDO 10/31/11 Mon 18:40
61 Peppertree Dr 0' -- SS DUI Injury 3/3/12 Sat 17:57
62 Peppertree Dr 98' E RE Unsafe Spd Injury 5/22/12 Tue 17:44
63 Peppertree Dr 1140' E HO Unsafe Spd PDO 10/6/12 Sat 6:01
89 Peppertree Dr 2640' E SS Lane Change PDO 6/22/13 Sat 19:00
90 Peppertree Dr 1584' E RE Unsafe Spd PDO 8/30/13 Fri 13:33
14 Schooner Dr 2810' W BR Wrong Side Fatal 12/14/07 Fri 22:20
16 Schooner Dr 15' E HO Improper Turn Injury 3/16/07 Fri 6:10
107 Schooner Dr 2429' W HO Improper Turn PDO 2/8/08 Fri 9:00
108 Schooner Dr 2180' W OT Unsafe Spd PDO 3/21/08 Fri 0:33
109 Schooner Dr 120' W SS Improper Pass Injury 7/19/08 Sat 22:25
110 Schooner Dr 1584' W HO Unsafe Spd Injury 12/30/08 Tue 19:00
25 Schooner Dr 2299' W HD-O Wrong Side Injury 8/13/09 Thu 14:15
111 Schooner Dr 276' W HO Improper Turn PDO 12/1/09 Tue 18:15
36 Schooner Dr 2685' W HO Unsafe Spd PDO 5/20/10 Thu 20:05
37 Schooner Dr 2640' W OT Unsafe Spd Injury 5/29/10 Sat 10:20
38 Schooner Dr 845' W HO Unsafe Spd PDO 6/1/10 Tue 3:45
68 Schooner Dr 3030' W OT DUI Injury 4/16/12 Mon 20:40
69 Schooner Dr 2475' W HO Unsafe Spd PDO 7/31/12 Tue 22:20
_______________________________________________________________________________________________
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos VerdesB-8
Ref No.2 Cross Street Distance3 Direction4 Type5 PCF6
PDO / Inj /
Fatal7 Date Day Time
SUMMARY OF TRAFFIC COLLISION DATA - PALOS VERDES DRIVE SOUTH1
TABLE 1
68 Schooner Dr 3030' W OT DUI Injury 4/16/12 Mon 20:40
70 Schooner Dr 2112' W OT DUI Injury 9/2/12 Sun 20:42
71 Schooner Dr 2500' W SS Improper Turn PDO 9/15/12 Sat 15:00
72 Schooner Dr 30' W HO DUI PDO 11/10/12 Sat 2:40
91 Schooner Dr 87' E HO Unsafe Spd PDO 4/4/13 Thu 17:00
15 Conqueror Dr 0' -- SS U-Turn PDO 1/1/07 Mon 10:00
113 Conqueror Dr 15' N Bicycle Wrong Side Injury 3/5/10 Fri 10:00
46 Conqueror Dr 0' -- BR Left Turn PDO 3/31/11 Thu 7:15
66 Conqueror Dr 0' -- BR Improper Turn Injury 1/10/12 Tue 14:20
67 Conqueror Dr 988' W HO Unsafe Spd Injury 1/19/12 Thu 14:38
92 Conqueror Dr 0' -- BR Left Turn Injury 6/9/13 Sun 14:29
114 Forrestal Dr 0' -- BR Left Turn PDO 7/29/08 Tue 19:30
115 Forrestal Dr 15' N RE Too Close PDO 7/6/09 Mon 23:30
26 Forrestal Dr 0' -- SS Left Turn Injury 7/10/09 Fri 17:30
27 Forrestal Dr 0' -- BR Left Turn PDO 8/26/09 Wed 18:20
47 Forrestal Dr 90' E OT Unsafe Spd Injury 3/23/11 Wed 15:45
48 Forrestal Dr 78' E HO Improper Turn PDO 11/6/11 Sun 9:50
49 Forrestal Dr 0' -- BR Left Turn PDO 1/16/11 Sun 16:30
50 Forrestal Dr 0' -- RE Too Close PDO 10/16/11 Sun 16:30
93 Forrestal Dr 700' E HO Improper Turn PDO 4/16/13 Tue 6:45
17 Seacliff Dr 6' E Bicycle Improper Turn Injury 7/12/07 Thu 18:05
74 Seacliff Dr 0' -- BR U-Turn Injury 9/25/12 Tue 18:17
18 PVDE 410' W BR Wrong Side Injury 8/6/07 Mon 18:25
39 PVDE 306' W HO Improper Turn PDO 4/25/10 Sun 7:30
51 PVDE 0' -- RE U-Turn PDO 4/29/12 Sun 16:44
73 PVDE 1992' W HO Improper Turn Injury 6/11/12 Mon 2:05
76 PVDE 0' -- SS Improper Turn Injury 4/3/13 Wed 8:51
1 Source: City Records & California Highway Patrol, Statewide Integrated Traffic Records System (SWITRS)
2 Matches reference number given to collisions on collision summary sheets & on collision diagrams.
3 Approximate number of feet from the cross street.
4 Direction collision was from the cross street, where N = North, S = South, E = East, W = West. In most collision reports,
PVDS is shown as being East/West, however, in some reports, it is shown as being North/South.
5 RE = Rear End, SS = Sideswipe, BR = Broadside, HO = Hit Object, HD-O = Head-On, OT = Overturned, O = Other
6 PCF = Primary Collision Factor (main reason for collision)
7 PDO = Property Damage Only (no injuries or fatalities)
_______________________________________________________________________________________________
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos VerdesB-9
Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesLegend2009 WeekdayAM/PM Peak Hour & Daily VolumesExhibit 6Forrestal DrPalos
Ve
rdes
D
r
E
0/
4
28
/
2
4
53
/
1
2
40/69734/45722/201/
1
2
0/
0
6/
2
7 21/16495/5666/1115
7
/
9
9
19
/
5
2
48/39620/461163/95413/547802/4863/43/164/10483/5830/0= Study Intersection = AM/PM Peak Hour Volume123DriveSouth7/19Forrestal DrVerdesS
c
h
o
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r
D
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Conquer
o
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Dr Lower Pt. Vicente Park EntrancePalos Verdes Drive WestSe
a
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a
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Narcissa DrPe
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e 1311= Daily Volume6594644664886594599965046024Source: City or Rancho Palos Verdes General Plan Circulation Element Update Traffic Impact Analysis, September 10, 2010Seahill Dr11B-10
Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesLegendComparison of 2009 to 2014Weekday AM Peak Hour Volumes & Daily VolumesExhibit 7AForrestal DrPalos
Ve
rdes
D
r
E
0/
5
28
/
3
1
53
/
3
8
40/36734/70922/341/
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9 21/7495/4116/415
7
/
1
4
0
19
/
4
0
48/57620/647163/100413/355802/8743/73/124/3483/4490/0= Study Intersection = 2009/2013 Peak Hour Volume123DriveSouth6/4Forrestal DrVerdesS
c
h
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o
n
e
r
D
r
Conquer
o
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Dr Lower Pt. Vicente Park EntrancePalos Verdes Drive WestSe
a
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e
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Narcissa DrPe
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e 1311= 2009/2014 Daily Volume6594/71536446/57536488/69376594/71535999/58306504/5290PalosSeahill Dr116024/6161B-11
Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesLegendComparison of 2009 to 2014Weekday PM Peak Hour VolumesExhibit 7BForrestal DrPalos
Ve
rdes
D
r
E
4/
0
24
/
1
1
12
/
3
0
69/34457/38020/2812
/
1
1
0/
227
/
2
1 16/19566/53211/1799
/
7
9
52
/
3
7
39/34461/42995/73547/535486/4804/816/1810/24583/6780/0= Study Intersection 123DriveSouthForrestal DrVerdesS
c
h
o
o
n
e
r
D
r
Conquer
o
r
Dr Lower Pt. Vicente Park EntrancePalos Verdes Drive WestSe
a
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a
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Narcissa DrPe
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e 1311PalosSeahill Dr11= 2009/2014 Peak Hour Volume6/4B-12
Location/Year NL NT NR SL ST SR EL ET ER WL WT WR NB SB EB WB Total2009 AM3040000483038020704838051,2952014 AM 120300004490787401504498811,345AM Change 9 0 -10000-340472080-3476502009 PM 16 0 1000005830448602605834901,0992014 PM 18 0 2400006780848004206784881,208PM Change 2 0 1400009504-6016095-21092009 AM 1 0 6 53 0 28 21 495 6 40 734 22 7 81 522 796 1,4062014 AM 2 0 9 38 5 31 7 411 4 36 709 34 11 74 422 779 1,286AM Change 1 0 3 -15 5 3 -14 -84 -2 -4 -25 12 4 -7 -100 -17 -1202009 PM 12 0 27 12 4 24 16 566 11 69 457 20 39 40 593 546 1,2182014 PM 11 2 21 11 0 30 19 532 17 34 380 28 34 41 568 442 1,085PM Change -1 2 -6 -1 -4 6 3 -34 6 -35 -77 8 -5 1 -25 -104 -1332009 AM 0 0 0 19 0 157 163 413 0 0 620 48 0 176 576 668 1,4202014 AM 0 0 0 40 0 140 100 355 0 0 647 57 0 180 455 704 1,339AM Change 0 0 0 21 0 -17 -63 -58 0 0 27 9 0 4 -121 36 -812009 PM 0 0 0 52 0 99 95 547 0 0 461 39 0 151 642 500 1,2932014 PM 0 0 0 37 0 79 73 535 0 0 429 34 0 116 608 463 1,187PM Change 0 0 0 -15 0 -20 -22 -12 0 0 -32 -5 0 -35 -34 -37 -106NL/NT/NR = Northbound Left/Through/Right, SL/ST/SR = Southbound Left/Through/Right, EL/ET/ER = Eastbound Left/Through/RightWL/WT/WR = Westbound Left/Through/Right, NB = Northbound, SB = Southbound, EB = Eastbound, WB = WestboundTABLE 2COMPARISON OF PEAK HOUR INTERSECTION VOLUMES - 2014 vs 2009By Approach (Vehicles Per Hour)By Turning Movement (Vehicles Per Hour)Lower Pt. Vicente Park EntranceForrestal Dr/Trump Int'l DrPalos Verdes Drive East_____________________________________________________________________________________________________________________Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesB-13
EB WB Total
2009 Daily 6,594 6,488 13,082
2014 Daily 7,153 6,937 14,090
Change 559 449 1,008
2009 Daily 5,999 6,024 12,023
2014 Daily 5,830 6,161 11,991
Change -169 137 -32
2009 Daily 6,504 6,446 12,950
2014 Daily 5,290 5,753 11,043
Change -1,214 -693 -1,907
1 Motor vehicles per day
Daily Traffic Volumes 1
Between PVIC Dwy & Sea Cove Dr
Between Narcissa Dr & Peppertree Dr
Between Peppertree Dr & Forrestal Dr/Trump International Dr
COMPARISON OF DAILY VOLUMES - 2014 vs 2009
TABLE 3
Count Location / Year
________________________________________________________________________________________
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos VerdesB-14
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 4
As expected, the number of bicyclists and pedestrians were greater on Saturday (Exhibit 5).
West of Forrestal Drive, there were 211 bicycles per day compared to 106 on the weekday. A
review of the count data shows that the peak hour for the bicycles on Saturday, from 8:30 to
9:30 AM, is a time with relatively few motor vehicles. The motor vehicle traffic peaks in mid-
afternoon, when there is almost no bicycle traffic. The number of pedestrians crossing the
Lower Point Vicente Park entrance increased from a maximum of one during the weekday peak
hour to 38 during the Saturday peak hour. Otherwise, pedestrian traffic volumes along and
crossing Palos Verdes Drive South are low.
Traffic Collision Analysis
A traffic collision analysis was performed to help assess traffic improvement needs. Collision
data from 2007 through 2013 was reviewed to determine if there are any patterns on Palos
Verdes Drive South that indicate a collision problem that should be addressed (see
Table 1). Generally, we look for clusters of the same type of collisions at or near the same
location. There were clusters of collisions at the following intersections on Palos Verdes Drive
South:
• Point Vicente Park Entrance (PVIC Driveway)
• Seahill Drive
• Conqueror Drive
• Forrestal Drive
At the Point Vicente Park Entrance, there were 9 reported collisions involving northbound left
turns and southbound through movements. One occurred in 2007, one in 2008, two in 2009,
three in 2010 and two in 2013.
At Seahill Drive, there were 5 collisions involving northbound left turns versus westbound
through movements within an 8-month period in 2012. This meets the minimum requirement of
5 collisions within 12 months for the installation of a traffic signal, although it is not the most
recent 12-month period. The cluster was considered significant enough, however, to add the
intersection of Seahill Drive and Palos Verdes Drive South to the study intersections.
At Conqueror Drive, there were three collisions involving southbound left turns versus
westbound through movements within 27 months. This intersection was also added to the study
intersections. At Forrestal Drive/Trump International Drive, there were three collisions involving
left turns within 13 months. There was no significant clustering or high number of traffic
collisions at the other study intersections or key intersections along Palos Verdes Drive South.
Overall, there were six reported collisions involving bicycles from 2007 through 2013. Four of
the reported bicycle collisions occurred in 2010, with one west of Terranea Way, one east of
Sea Cove Drive, one at the intersection of Seawolf Drive and one at the intersection of
Conqueror Drive. The other two bicycle collisions occurred at Seacliff Drive in 2007 and east of
Seacliff Drive in 2013. Four of the bicycle collisions involved improper turns, usually on the part
of the driver. There were no indications of particular collision problems for bicycles that should
be addressed. There were no reported collisions involving pedestrians.
Traffic Signal Warrant Analysis
A traffic signal warrant analysis was performed to determine if the study intersections meet the
federal and state guidelines to install a traffic signal. The signal warrant analysis is based on
B-15
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 5
the nine warrants in the latest version of the California Manual of Uniform Traffic Control
Devices (CA MUTCD), as follows:
Warrant 1, Eight-Hour Vehicular Volume Warrant
Warrant 2, Four-Hour Vehicular Volume Warrant
Warrant 3, Peak Hour
Warrant 4, Pedestrian Warrant
Warrant 5, School Crossing
Warrant 6, Coordinated Signal System
Warrant 7, Crash Experience
Warrant 8, Roadway Network
Warrant 9, Intersection Near a Grade Crossing
Not all warrants are used for every analysis, since they may not apply. For the purposes of this
analysis, Warrants 1, 2, 3 and 7 were used. There are so few pedestrians crossing Palos
Verdes Drive South that it is obvious from a casual review that the Pedestrian Warrant would
not be met. The other warrants, for School Crossing, Coordinated Signal System, Roadway
Network and Intersection Near a Grade Crossing are not applicable to the study intersections.
It should also be noted that the CA MUTCD clearly states that the satisfaction of a traffic signal
warrant does not in itself require the installation of a traffic signal. Other factors should also be
considered, including that the engineering study indicates that the traffic signal will improve the
overall safety and/or operation of the intersection and that a signal should not be installed if it
will seriously disrupt progressive traffic flow. Other, less-drastic solutions should always be
considered first.
The intersection of Palos Verdes Drive South & Palos Verdes Drive East meets the traffic signal
warrants, based on traffic volumes. It is recommended that a traffic signal be installed at this
intersection. The intersection of Palos Verdes Drive South & Seahill Drive essentially meets the
traffic signal warrant based on number of recent traffic collisions, however, since daily entering
volumes were not collected, the collision warrant cannot be completed at this time.
The intersections of Palos Verdes Drive South & Lower Point Vicente Park Entrance and Palos
Verdes Drive South & Forrestal Drive/Trump International Drive do not meet the warrants, due
to low cross street traffic volumes and too few traffic collisions in the most recent 12 months.
Discussions regarding the recommended improvements for each of these intersections except
at Palos Verdes Drive East can be found after the Level of Service Analysis section. The traffic
signal warrant analysis sheets are provided in Attachment C.
Level of Service (LOS) Analysis
A level of service (LOS) analysis was performed for the three study intersections to determine
how well the intersections are currently operating. Since all of the intersections are currently
unsignalized, the Highway Capacity Manual (HCM) methodology was used to assess their LOS.
The HCM methodology is based on how much delay each traffic movement at an intersection
has while waiting to enter the intersection and is rated from LOS A (free-flowing traffic) to LOS F
(gridlock). The City’s target is LOS C.
B-16
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 6
The results of the LOS analysis are summarized in Table 4. As indicated in Table 4, all three
study intersections are currently operating at LOS C or better during the weekday AM and PM
peak hours and during the Saturday peak hour. More information about the HCM methodology
is provided in Attachment D and the LOS worksheets are provided in Attachment E.
Analysis of Palos Verdes Drive South & Lower Point Vicente Park Entrance
Although this intersection does not meet the requirements for a traffic signal, the traffic collision
data indicates that there is a sight distance issue. A review of the intersection configuration
confirms this. Palos Verdes Drive South, at this location, is a divided highway with the
westbound road at a higher level than the eastbound side. There is also a sweeping curve just
west of the intersection that is the beginning of a steep upward hill. The most effective way to
address the safety issue is to prohibit left turns from the park entrance onto westbound Palos
Verdes Drive South. If northbound left turns are prohibited at this intersection, it is expected
that the affected drivers would turn right and make a U-Turn at Terranea Way/Crestmont Lane.
The eastbound left turn lane at Terranea Way/Crestmont Lane was reviewed to determine if it
would be adversely impacted by the increased traffic volume. The eastbound left turn lane,
which serves Crestmont Lane, is approximately 80 feet long and can, therefore, store three to
four vehicles at 20 to 25 feet per vehicle. Based on the recent traffic counts, this action would
result in approximately 12 vehicles during the weekday AM peak hour and 18 vehicles during
the weekday PM peak hour. No vehicles were observed making a left turn out of the park
entrance during the Saturday peak hour. Since traffic counts were not taken at the intersection
of Palos Verdes Drive South and Terranea Way/Crestmont Lane, 2009 peak hour traffic counts
from the traffic study for the Annenberg Project at Lower Point Vicente were used. The 2009
counts showed 7 vehicles during the AM peak hour and no vehicles during the PM peak hour
making the left turn onto Crestmont Lane. These low volumes are to be expected since
Crestmont Lane serves only the Salvation Army facility, and is one of two entrances to the
facility. If the existing and potential additional volumes are added together, the demand for left
turns would be approximately 20 vehicles per hour during both the AM and PM peak hours. A
commonly used rule-of-thumb for estimating the necessary length of a left turn pocket is one
foot per vehicle during the highest peak hour. In this case, it indicates that a 20-foot long pocket
would be sufficient to handle the potential left turns/U-Turns. Since four times that length is
provided, and traffic to the Salvation Army facility is not expected to increase, it is concluded
that the left turn pocket could accommodate any additional traffic from the park entrance.
The most effective way to prevent northbound left turns would be to close the median opening
at the park entrance. The median could be designed such that westbound left turns from Palos
Verdes Drive into the park entrance could still be allowed. See Exhibit 8 for a concept median
modification plan.
Analysis of Palos Verdes Drive South & Forrestal Drive/Trump International Drive
Although this intersection does not meet the requirements for a traffic signal, the traffic collision
data indicates that there might be a sight distance issue. In lieu of a traffic signal, the sight
distance could be improved by installing a treatment similar to other intersections in the area,
which uses painted median islands to bring the stop bar closer to the cross traffic. See Exhibit 9
for a conceptual striping plan of the treatment.
A painted crosswalk on Palos Verdes Drive South was also requested at this intersection. In
response, the vehicular traffic volumes, pedestrian volumes and intersection configuration were
reviewed to determine if a painted crosswalk should be installed.
B-17
Intersection Delay (sec) LOS Delay (sec) LOS Delay (sec) LOS
Lower Pt. Vicente Park Ent.
& Palos Verdes Dr. South 11.1 B 11.7 B 10.7 B
Forrestal Dr./Trump International Dr. &
Palos Verdes Dr. South 20.4 C 13.9 B 14.3 B
Palos Verdes Dr. East
& Palos Verdes Dr. South 15.8 C 13.5 B 11.8 B
LOS = Level of Service
TABLE 4
INTERSECTION LEVEL OF SERVICE - EXISTING CONDITIONS
AM Peak Hour PM Peak Hour Peak Hour
Weekday Saturday
____________________________________________________________________________________
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos VerdesB-18
Palos Verdes Drive South Traffic StudySummary Report (#101471)City of Rancho Palos VerdesConceptual PlanMedian ModificationPalos Verdes Drive South & Lower Point Vicente Park EntranceExhibit 8= SignLegend= Painted Right Turn Arrow= Median modificationLower Pt. Vicente Park EntrancePalos VerdesDrive SouthR6-1(Rt)R5-1R5-1aR6-1 (Right)R5-1/R5-1aB-19
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
Conceptual Plan
Striping Modifications
Palos Verdes Dr South & Forrestal Dr
Exhibit 9For
res
ta
l
D
r
Trump
In
terna
t
iona
l
Dr
Palos Verde
s
Drive South
Note: A similar treatment could be installed on the
south side for Trump International Drive.
Legend
= Painted Striping
B-20
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 7
It should be noted that although crosswalks are not currently painted at this intersection, they do
exist on all four legs, according to state law. In the unmarked crosswalks, pedestrians have the
right-of-way and drivers are required to yield to the pedestrians. However, pedestrians must
also give drivers time to see them and stop for them.
During the AM peak hour, 1,237 vehicles go through the existing unmarked crosswalks on Palos
Verdes Drive South and 1,025 go through them during the PM peak hour. Exhibit 4 shows that
a total of three pedestrians crossed Palos Verdes Drive South in the unmarked crosswalks
during the AM peak hour and one pedestrian crossed during the PM peak hour. No pedestrian
collisions were reported at this intersection during the past seven years.
A painted crosswalk is not recommended on Palos Verdes Drive South at Forrestal Drive/Trump
International Drive. There are two primary reasons. The intersection geometry that limits
approaching motorists’ view of pedestrians crossing Palos Verdes Drive South and the minimal
number of pedestrians currently crossing Palos Verdes Drive South. Palos Verdes Drive South
has a horizontal curve through the intersection and there are horizontal and vertical curves east
and west of the intersection. Pedestrian studies have shown that uncontrolled painted
crosswalks should only be installed on high speed/high volume roadways if there is a large
number of pedestrians crossing, so drivers expect them there. A painted crosswalk should only
be installed in conjunction with a traffic signal.
Analysis of Palos Verdes Drive South & Seahill Drive
Although this intersection may meet the traffic collision signal warrant, a traffic signal may not
be the best solution. The traffic collision data indicated that there might be a sight distance
issue and a review of the intersection shows that the view of on-coming traffic in both directions
on Palos Verdes Drive South from Seahill Drive is blocked by tall, thick shrubs growing right up
to the back of the sidewalk on the south side of Palos Verdes Drive South. The simplest
solution would be to trim the shrubs or replace them with lower-growing ground cover, similar to
what is on the north side of Palos Verdes Drive South. This could be implemented by the City,
since City maps indicate that the shrubs are in the City’s right-of-way.
City staff also requested that painting a separate right turn or a separate left turn lane for the
northbound approach of this intersection be considered. Currently, there is one lane, for
northbound left, through and right turns. The approach is wide enough, however, for two lanes,
providing two possible options of a through+left turn lane with a right turn only lane or a left turn
lane with a through+right turn lane. Combining through traffic with the right turning traffic could
cause delays for right-turning traffic since it takes longer for through traffic to find an adequate
gap in traffic in both directions on Palos Verdes Drive South. Weekday AM/PM peak hour traffic
count data was collected to help determine how many vehicles typically turn in each direction.
As shown on previous Exhibit 3, approximately two-thirds of the motorists turn left and
approximately one-third of the motorists turn right. No northbound motorists were observed to
go straight through the intersection during either the AM or the PM peak hour. The traffic counts
suggest that the through movement should be combined with the right turn movement since
there are fewer right turns. In this case, however, it is recommended that the through
movement be combined with the left turn movement since one through vehicle in the right turn
lane could cause long unnecessary and unwanted delays. The concept striping plan is shown
on Exhibit 10.
B-21
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
Conceptual Plan
Striping Modifications
Palos Verdes Drive South & Seahill Drive
Exhibit 10Seahill Dr= Painted Through + Left Turn Arrow
= Painted Striping
LEGEND
= Painted Right Turn Arrow Tramonto DrB-22
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 8
Analysis of Palos Verdes Drive South & Narcissa Drive
The City requested that the intersection of Palos Verdes Drive South & Narcissa Drive be
analyzed for safety improvements in response to resident concerns about bicyclists traveling
westbound on Palos Verdes Drive South not following the traffic rules at Narcissa Drive.
Residents report that bicyclists ride into the right turn lane at Narcissa Drive, but instead of
turning right onto Narcissa Drive, proceed across the intersection, right in front of vehicles at the
stop sign (see Exhibit 11 for the intersection layout). Since motorists are expecting vehicles in
the right turn lane to turn right, the bicyclists’ behavior could result in traffic collisions. Although
there were no reported bicycle-involved collisions of any type at this intersection in the past
seven years, there is a potential for them with the reported behavior. It is not entirely clear why
bicyclists are engaging in this illegal behavior, however, it may be because the paved shoulder
available to the bicyclists east and west of the intersection does not go through the intersection,
as it does for eastbound traffic. One way possible solution would be to make the westbound
through lane narrower and paint a separate 5-foot wide westbound lane to serve as a defacto
bike lane (see Exhibit 11).
Analysis of Palos Verdes Drive South & Peppertree Drive
Since the intersection of Palos Verdes Drive South and Peppertree Drive has intersection
geometrics similar to those at Narcissa Drive (see Exhibit 12 for the intersection layout), the
City requested that we consider safety improvements there, as well. Like Narcissa Drive, there
were no reported bicycle-involved collisions of any type at this intersection, but there is a
potential for them. A similar treatment could be applied at Peppertree Drive, however, the
westbound through lane cannot be sufficiently narrowed to provide a 5-foot wide defacto bike
lane. The necessary roadway width can, however, be obtained by narrowing the existing
painted island for the right turn pocket and moving the stop bar back 5 feet (see Exhibit 12).
Analysis of Palos Verdes Drive South & Conqueror Drive
The City requested that the intersection of Palos Verdes Drive South & Conqueror Drive be
analyzed for safety improvements in response to resident concerns about some motorists
making a left turn from westbound Palos Verdes Drive South at Conqueror Drive. Although
there is a median opening, only a U-Turn should be made since there is no south leg of the
intersection. Where the south leg would normally be, there is a scenic turn-out/public parking
lot, with the entrance west of the intersection and the exit east of the intersection (see
Exhibit 13). Instead of making the U-Turn, some motorists are reported to do a partial U-Turn
and then make an immediate right turn into the exit driveway for the turn-out. This unexpected
action can create a problem for motorists making a left turn from Conqueror Drive and motorists
proceeding eastbound through on Palos Verdes Drive South.
To address the issue, the following actions are recommended (see Exhibit 13):
1. Post No U-Turn/No Left Turn symbol signs for westbound traffic
The way that the street is striped, motorists should not be making westbound left or U-
Turns at that location and signs should be installed to prohibit them. There are two
issues regarding placement, however. The California Manual on Uniform Traffic Control
Devices (CA MUTCD) states that for a divided roadway, the signs should be placed in
the median on the near and far sides of the intersection (as shown on Exhibit 13). In
this case, the median on the east side of the intersection is only painted and not a raised
median. Although signs can be placed in unpainted medians, it is not recommended
since they are more likely to be knocked down. An alternative would be to place the
B-23
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
Scale: 1'=40'
Conceptual Plan
Striping Modifications
Palos Verdes Drive South & Narcissa Drive
Exhibit 11
Narcissa Drive
Palos Verdes Drive South
LEGEND
= Painted Striping
= Sign
W11-1
B-24
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
Scale: 1'=40'
Conceptual Plan
Striping Modifications
Palos Verdes Drive South & Peppertree Drive
Exhibit 12
Peppertree Drive
Palos Verdes Drive South
LEGEND
= Proposed Striping
= Proposed Sign
W11-1
B-25
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
Conceptual Plan
Striping Modifications
Palos Verdes Drive South & Conqueror Drive
Exhibit 13
Conqueror Dr
R6-1 (Lt)
R3-18
R3-18
R3-18
Alternate Location
= Sign
R3-18 R6-1 (Lt)
= Painted Directional Arrow
= Directional Edgeline Striping
LEGEND
B-26
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 9
nearside sign on the right side of the roadway, as would be done for an undivided
roadway. Specifically, it could be mounted on the post with the existing “Right Lane
Must Turn Right” sign. At the far-side location, there is an existing “Left Lane Must Turn
Left” sign for motorists in the eastbound left turn lane. Although the proposed sign would
not interfere with the existing sign, it would be less cluttered if they were on the same
post.
2. Paint one-way directional arrows in the driveways
Paint one-way directional pavement arrows in the driveways, to clearly show the
direction of travel.
3. Post a “One-Way” sign at the exit driveway
Because motorists are going the wrong way when turning into the exit driveway, a “One-
Way” (R6-1 Lt) sign should be posted on the east side of the exit driveway, facing
southbound traffic on Palos Verdes Drive South. This would help to reinforce the one-
way directional pavement arrow. If this action is not sufficient, “Exit Only” could also be
painted on the pavement with the directional arrow.
4. Paint “directional” edgeline striping on the parking lot’s median island
Painting edgeline striping on each end of the parking lot’s median island would more
clearly define the direction of travel at the driveways. It would also provide a painted
barrier to making a right turn into the exit driveway.
It should be noted that for these signs and markings to be most effective, enforcement should
be provided. The intermittent nature of the situation, however, makes enforcement difficult. The
recommended actions should help discourage the undesired behavior.
Recommendations
Based on the analyses and findings, the following actions are recommended, to improve traffic
safety and traffic operations on Palos Verdes Drive South:
1. Install a traffic signal at the intersection of Palos Verdes Drive South & Palos Verdes
Drive East.
2. Prohibit northbound left turns from Lower Point Vicente Park Entrance onto westbound
Palos Verdes Drive South by closing the opening in the existing raised median, while still
allowing westbound left turns into the park, as shown on Exhibit 8.
3. Implement striping changes at the intersection of Palos Verdes Drive South & Forrestal
Drive/Trump International Drive to move the stop bar for southbound closer to the
westbound travel lanes, as shown on Exhibit 9.
4. Add a second northbound lane on Seahill Drive at Palos Verdes Drive South to provide a
combined through + left turn lane and a separate right turn lane, as shown on
Exhibit 10. Trim or replace the existing shrubs on the south side of Palos Verdes Drive
South on both sides of Seahill Drive to increase sight distance for northbound traffic.
5. Implement the striping changes on Palos Verdes Drive South at Narcissa Drive to
provide a defacto westbound bike lane through the intersection, as shown on Exhibit 11.
B-27
Palos Verdes Drive South Traffic Analysis
November 6, 2014
Page 10
6. Implement the striping changes on Palos Verdes Drive South at Peppertree Drive to
provide a defacto westbound bike lane through the intersection, as shown on Exhibit 12.
7. Implement signing and striping changes at the intersection of Palos Verdes Drive South
& Conqueror Drive to prohibit westbound U-Turns and to make it clearer to motorists that
the easterly driveway for the scenic outlook is exit only, as shown on Exhibit 13.
Thank you for this opportunity to be of continuing service to the City of Rancho Palos Verdes.
Should you have any questions regarding this analysis, please contact me at (714) 978-8225.
Sincerely,
WILLDAN ENGINEERING
Ruth Smith, TE, PTP
Consulting Traffic Engineer
Attachments
B-28
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
AATTTTAACCHHMMEENNTT AA
Traffic Count Data
B-29
B-30
File Name : RPVPVPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
07:00 AM 1 108 109 0 1 1 37 2 39 149
07:15 AM 2 126 128 6 0 6 63 3 66 200
07:30 AM 2 162 164 1 0 1 73 3 76 241
07:45 AM 1 150 151 3 3 6 81 6 87 244
Total 6 546 552 10 4 14 254 14 268 834
08:00 AM 1 205 206 3 0 3 93 3 96 305
08:15 AM 1 268 269 2 0 2 110 3 113 384
08:30 AM 2 247 249 5 1 6 128 4 132 387
08:45 AM 3 154 157 2 2 4 118 4 122 283
Total 7 874 881 12 3 15 449 14 463 1359
Grand Total 13 1420 1433 22 7 29 703 28 731 2193
Apprch %0.9 99.1 75.9 24.1 96.2 3.8
Total %0.6 64.8 65.3 1 0.3 1.3 32.1 1.3 33.3
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 1 205 206 3 0 3 93 3 96 305
08:15 AM 1 268 269 2 0 2 110 3 113 384
08:30 AM 2 247 249 5 1 6 128 4 132 387
08:45 AM 3 154 157 2 2 4 118 4 122 283
Total Volume 7 874 881 12 3 15 449 14 463 1359
% App. Total 0.8 99.2 80 20 97 3
PHF .583 .815 .819 .600 .375 .625 .877 .875 .877 .878
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 1 B-31
File Name : RPVPVPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru874 Left7 OutTotalIn452 881 1333 Left
12
Right
3
Out TotalIn
21 15 36 Thru449 Right14 TotalOutIn886 463 1349 Peak Hour Begins at 08:00 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 08:00 AM
+0 mins.1 205 206 3 3 6 93 3 96
+15 mins.1 268 269 3 0 3 110 3 113
+30 mins.2 247 249 2 0 2 128 4 132
+45 mins.3 154 157 5 1 6 118 4 122
Total Volume 7 874 881 13 4 17 449 14 463
% App. Total 0.8 99.2 76.5 23.5 97 3
PHF .583 .815 .819 .650 .333 .708 .877 .875 .877
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 2 B-32
File Name : RPVPVPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
07:00 AM 0 1 1 0 0 0 0 0 0 1
07:15 AM 0 1 1 0 0 0 1 0 1 2
07:30 AM 0 0 0 0 0 0 1 0 1 1
07:45 AM 0 4 4 0 0 0 3 0 3 7
Total 0 6 6 0 0 0 5 0 5 11
08:00 AM 0 0 0 0 0 0 2 0 2 2
08:15 AM 0 0 0 0 0 0 2 0 2 2
08:30 AM 0 2 2 0 0 0 4 0 4 6
08:45 AM 0 0 0 0 1 1 4 0 4 5
Total 0 2 2 0 1 1 12 0 12 15
Grand Total 0 8 8 0 1 1 17 0 17 26
Apprch %0 100 0 100 100 0
Total %0 30.8 30.8 0 3.8 3.8 65.4 0 65.4
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 4 4 0 0 0 3 0 3 7
08:00 AM 0 0 0 0 0 0 2 0 2 2
08:15 AM 0 0 0 0 0 0 2 0 2 2
08:30 AM 0 2 2 0 0 0 4 0 4 6
Total Volume 0 6 6 0 0 0 11 0 11 17
% App. Total 0 100 0 0 100 0
PHF .000 .375 .375 .000 .000 .000 .688 .000 .688 .607
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 3 B-33
File Name : RPVPVPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru6 Left0 OutTotalIn11 6 17 Left
0
Right
0
Out TotalIn
0 0 0 Thru11 Right0 TotalOutIn6 11 17 Peak Hour Begins at 07:45 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:00 AM 08:00 AM 08:00 AM
+0 mins.0 1 1 0 0 0 2 0 2
+15 mins.0 1 1 0 0 0 2 0 2
+30 mins.0 0 0 0 0 0 4 0 4
+45 mins.0 4 4 0 1 1 4 0 4
Total Volume 0 6 6 0 1 1 12 0 12
% App. Total 0 100 0 100 100 0
PHF .000 .375 .375 .000 .250 .250 .750 .000 .750
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 4 B-34
File Name : RPVPVPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
04:00 PM 3 118 121 4 3 7 148 10 158 286
04:15 PM 1 88 89 4 4 8 163 9 172 269
04:30 PM 3 110 113 4 4 8 157 11 168 289
04:45 PM 7 112 119 3 14 17 145 9 154 290
Total 14 428 442 15 25 40 613 39 652 1134
05:00 PM 4 111 115 6 9 15 133 5 138 268
05:15 PM 0 124 124 6 5 11 174 8 182 317
05:30 PM 2 126 128 2 2 4 170 3 173 305
05:45 PM 2 119 121 4 8 12 201 10 211 344
Total 8 480 488 18 24 42 678 26 704 1234
Grand Total 22 908 930 33 49 82 1291 65 1356 2368
Apprch %2.4 97.6 40.2 59.8 95.2 4.8
Total %0.9 38.3 39.3 1.4 2.1 3.5 54.5 2.7 57.3
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 4 111 115 6 9 15 133 5 138 268
05:15 PM 0 124 124 6 5 11 174 8 182 317
05:30 PM 2 126 128 2 2 4 170 3 173 305
05:45 PM 2 119 121 4 8 12 201 10 211 344
Total Volume 8 480 488 18 24 42 678 26 704 1234
% App. Total 1.6 98.4 42.9 57.1 96.3 3.7
PHF .500 .952 .953 .750 .667 .700 .843 .650 .834 .897
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 5 B-35
File Name : RPVPVPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru480 Left8 OutTotalIn702 488 1190 Left
18
Right
24
Out TotalIn
34 42 76 Thru678 Right26 TotalOutIn498 704 1202 Peak Hour Begins at 05:00 PM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 05:00 PM
+0 mins.4 111 115 4 4 8 133 5 138
+15 mins.0 124 124 3 14 17 174 8 182
+30 mins.2 126 128 6 9 15 170 3 173
+45 mins.2 119 121 6 5 11 201 10 211
Total Volume 8 480 488 19 32 51 678 26 704
% App. Total 1.6 98.4 37.3 62.7 96.3 3.7
PHF .500 .952 .953 .792 .571 .750 .843 .650 .834
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 6 B-36
File Name : RPVPVPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 1 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 2 0 2 2
Total 0 1 1 0 0 0 3 0 3 4
05:00 PM 0 0 0 0 0 0 1 0 1 1
05:15 PM 0 0 0 0 0 0 2 0 2 2
05:30 PM 0 1 1 0 0 0 1 0 1 2
05:45 PM 0 0 0 0 0 0 1 0 1 1
Total 0 1 1 0 0 0 5 0 5 6
Grand Total 0 2 2 0 0 0 8 0 8 10
Apprch %0 100 0 0 100 0
Total %0 20 20 0 0 0 80 0 80
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 2 0 2 2
05:00 PM 0 0 0 0 0 0 1 0 1 1
05:15 PM 0 0 0 0 0 0 2 0 2 2
05:30 PM 0 1 1 0 0 0 1 0 1 2
Total Volume 0 1 1 0 0 0 6 0 6 7
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .750 .000 .750 .875
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 7 B-37
File Name : RPVPVPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru1 Left0 OutTotalIn6 1 7 Left
0
Right
0
Out TotalIn
0 0 0 Thru6 Right0 TotalOutIn1 6 7 Peak Hour Begins at 04:45 PM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:30 PM
+0 mins.0 0 0 0 0 0 1 0 1
+15 mins.0 1 1 0 0 0 2 0 2
+30 mins.0 0 0 0 0 0 1 0 1
+45 mins.0 0 0 0 0 0 2 0 2
Total Volume 0 1 1 0 0 0 6 0 6
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .750 .000 .750
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 8 B-38
Location: Date: 4/23/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Point Vicente Park Ent. Palos Verdes Drive South Point Vicente Park Ent. Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
0000
0000
0000
0000
0000
0000
0000
0000
00000
North Leg East Leg South Leg West Leg
Point Vicente Park Ent. Palos Verdes Drive South Point Vicente Park Ent. Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
0000
0000
0101
0000
0000
0000
0101
0000
00202
5:00 PM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:45 PM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:00 AM
Rancho Palos Verdes
Point Vicente Park Ent.
Palos Verdes Drive South
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 9 B-39
File Name : RPVPVPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
07:00 AM 4 39 43 0 0 0 38 1 39 82
07:15 AM 0 50 50 0 0 0 45 2 47 97
07:30 AM 1 47 48 0 0 0 57 5 62 110
07:45 AM 2 73 75 0 0 0 47 3 50 125
Total 7 209 216 0 0 0 187 11 198 414
08:00 AM 0 68 68 0 0 0 36 6 42 110
08:15 AM 2 79 81 0 0 0 67 1 68 149
08:30 AM 3 91 94 0 2 2 71 3 74 170
08:45 AM 3 125 128 0 3 3 70 7 77 208
Total 8 363 371 0 5 5 244 17 261 637
09:00 AM 3 109 112 0 0 0 64 3 67 179
09:15 AM 2 93 95 0 1 1 83 6 89 185
09:30 AM 2 110 112 0 6 6 97 6 103 221
09:45 AM 5 119 124 0 5 5 110 9 119 248
Total 12 431 443 0 12 12 354 24 378 833
10:00 AM 2 125 127 0 5 5 103 16 119 251
10:15 AM 2 124 126 0 3 3 104 11 115 244
10:30 AM 0 126 126 0 11 11 129 18 147 284
10:45 AM 1 113 114 0 4 4 123 13 136 254
Total 5 488 493 0 23 23 459 58 517 1033
Grand Total 32 1491 1523 0 40 40 1244 110 1354 2917
Apprch %2.1 97.9 0 100 91.9 8.1
Total %1.1 51.1 52.2 0 1.4 1.4 42.6 3.8 46.4
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 10:00 AM
10:00 AM 2 125 127 0 5 5 103 16 119 251
10:15 AM 2 124 126 0 3 3 104 11 115 244
10:30 AM 0 126 126 0 11 11 129 18 147 284
10:45 AM 1 113 114 0 4 4 123 13 136 254
Total Volume 5 488 493 0 23 23 459 58 517 1033
% App. Total 1 99 0 100 88.8 11.2
PHF .625 .968 .970 .000 .523 .523 .890 .806 .879 .909
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 10 B-40
File Name : RPVPVPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru488 Left5 OutTotalIn482 493 975 Left
0
Right
23
Out TotalIn
63 23 86 Thru459 Right58 TotalOutIn488 517 1005 Peak Hour Begins at 10:00 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
09:45 AM 09:45 AM 10:00 AM
+0 mins.5 119 124 0 5 5 103 16 119
+15 mins.2 125 127 0 5 5 104 11 115
+30 mins.2 124 126 0 3 3 129 18 147
+45 mins.0 126 126 0 11 11 123 13 136
Total Volume 9 494 503 0 24 24 459 58 517
% App. Total 1.8 98.2 0 100 88.8 11.2
PHF .450 .980 .990 .000 .545 .545 .890 .806 .879
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 11 B-41
File Name : RPVPVPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 2 0 2 2
07:45 AM 0 0 0 0 0 0 2 0 2 2
Total 0 0 0 0 0 0 4 0 4 4
08:00 AM 0 1 1 0 0 0 1 0 1 2
08:15 AM 0 0 0 0 0 0 9 0 9 9
08:30 AM 0 0 0 0 0 0 24 0 24 24
08:45 AM 0 10 10 0 0 0 7 0 7 17
Total 0 11 11 0 0 0 41 0 41 52
09:00 AM 0 3 3 0 0 0 2 0 2 5
09:15 AM 0 4 4 0 0 0 1 0 1 5
09:30 AM 0 3 3 0 0 0 5 0 5 8
09:45 AM 0 1 1 0 0 0 10 0 10 11
Total 0 11 11 0 0 0 18 0 18 29
10:00 AM 0 6 6 0 0 0 6 0 6 12
10:15 AM 0 8 8 1 0 1 1 0 1 10
10:30 AM 0 11 11 1 0 1 6 0 6 18
10:45 AM 0 11 11 0 0 0 5 0 5 16
Total 0 36 36 2 0 2 18 0 18 56
Grand Total 0 58 58 2 0 2 81 0 81 141
Apprch %0 100 100 0 100 0
Total %0 41.1 41.1 1.4 0 1.4 57.4 0 57.4
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 10:00 AM
10:00 AM 0 6 6 0 0 0 6 0 6 12
10:15 AM 0 8 8 1 0 1 1 0 1 10
10:30 AM 0 11 11 1 0 1 6 0 6 18
10:45 AM 0 11 11 0 0 0 5 0 5 16
Total Volume 0 36 36 2 0 2 18 0 18 56
% App. Total 0 100 100 0 100 0
PHF .000 .818 .818 .500 .000 .500 .750 .000 .750 .778
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 12 B-42
File Name : RPVPVPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru36 Left0 OutTotalIn18 36 54 Left
2
Right
0
Out TotalIn
0 2 2 Thru18 Right0 TotalOutIn38 18 56 Peak Hour Begins at 10:00 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
10:00 AM 09:45 AM 08:15 AM
+0 mins.0 6 6 0 0 0 9 0 9
+15 mins.0 8 8 0 0 0 24 0 24
+30 mins.0 11 11 1 0 1 7 0 7
+45 mins.0 11 11 1 0 1 2 0 2
Total Volume 0 36 36 2 0 2 42 0 42
% App. Total 0 100 100 0 100 0
PHF .000 .818 .818 .500 .000 .500 .438 .000 .438
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 13 B-43
Location: Date: 4/26/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Lower Point Vicente Park Palos Verdes Drive South Lower Point Vicente Park Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
0303
0505
0000
0101
015015
0606
0505
012012
0707
0909
0808
0808
0303
0606
0606
0404
0 0 98 0 98
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
7:15 AM
7:30 AM
7:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
7:00 AM
Rancho Palos Verdes
Lower Point Vicente Park
Palos Verdes Drive South
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 14 B-44
File Name : RPVFOPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 9 0 3 12 2 97 2 101 1 0 3 4 1 66 2 69 186
07:15 AM 10 0 3 13 2 125 5 132 0 0 4 4 0 62 2 64 213
07:30 AM 11 0 3 14 2 123 3 128 2 0 5 7 0 82 1 83 232
07:45 AM 8 2 8 18 10 151 8 169 0 0 2 2 0 113 2 115 304
Total 38 2 17 57 16 496 18 530 3 0 14 17 1 323 7 331 935
08:00 AM 9 1 4 14 7 182 11 200 1 0 4 5 1 95 0 96 315
08:15 AM 11 0 11 22 9 197 7 213 0 0 0 0 1 99 1 101 336
08:30 AM 10 2 8 20 8 179 10 197 1 0 3 4 5 104 1 110 331
08:45 AM 7 0 7 14 3 133 11 147 1 1 7 9 3 102 1 106 276
Total 37 3 30 70 27 691 39 757 3 1 14 18 10 400 3 413 1258
Grand Total 75 5 47 127 43 1187 57 1287 6 1 28 35 11 723 10 744 2193
Apprch %59.1 3.9 37 3.3 92.2 4.4 17.1 2.9 80 1.5 97.2 1.3
Total %3.4 0.2 2.1 5.8 2 54.1 2.6 58.7 0.3 0 1.3 1.6 0.5 33 0.5 33.9
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 8 2 8 18 10 151 8 169 0 0 2 2 0 113 2 115 304
08:00 AM 9 1 4 14 7 182 11 200 1 0 4 5 1 95 0 96 315
08:15 AM 11 0 11 22 9 197 7 213 0 0 0 0 1 99 1 101 336
08:30 AM 10 2 8 20 8 179 10 197 1 0 3 4 5 104 1 110 331
Total Volume 38 5 31 74 34 709 36 779 2 0 9 11 7 411 4 422 1286
% App. Total 51.4 6.8 41.9 4.4 91 4.6 18.2 0 81.8 1.7 97.4 0.9
PHF .864 .625 .705 .841 .850 .900 .818 .914 .500 .000 .563 .550 .350 .909 .500 .917 .957
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 15 B-45
File Name : RPVFOPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
31
Thru
5
Left
38
InOut Total
43 74 117 Right36 Thru709 Left34 OutTotalIn458 779 1237 Left
2
Thru
0
Right
9
Out TotalIn
43 11 54 Left7 Thru411 Right4 TotalOutIn742 422 1164 Peak Hour Begins at 07:45 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:15 AM 07:45 AM
+0 mins.8 2 8 18 10 151 8 169 0 0 4 4 0 113 2 115
+15 mins.9 1 4 14 7 182 11 200 2 0 5 7 1 95 0 96
+30 mins.11 0 11 22 9 197 7 213 0 0 2 2 1 99 1 101
+45 mins.10 2 8 20 8 179 10 197 1 0 4 5 5 104 1 110
Total Volume 38 5 31 74 34 709 36 779 3 0 15 18 7 411 4 422
% App. Total 51.4 6.8 41.9 4.4 91 4.6 16.7 0 83.3 1.7 97.4 0.9
PHF .864 .625 .705 .841 .850 .900 .818 .914 .375 .000 .750 .643 .350 .909 .500 .917
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 16 B-46
File Name : RPVFOPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
Grand Total 0 0 0 0 0 3 0 3 0 0 0 0 0 6 0 6 9
Apprch %0 0 0 0 100 0 0 0 0 0 100 0
Total %0 0 0 0 0 33.3 0 33.3 0 0 0 0 0 66.7 0 66.7
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .500 .000 .500 .417
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 17 B-47
File Name : RPVFOPVSAM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
0
Thru
0
Left
0
InOut Total
0 0 0 Right0 Thru3 Left0 OutTotalIn2 3 5 Left
0
Thru
0
Right
0
Out TotalIn
0 0 0 Left0 Thru2 Right0 TotalOutIn3 2 5 Peak Hour Begins at 07:00 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:45 AM
+0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1
+45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .500 .000 .500
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 18 B-48
File Name : RPVFOPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 6 1 4 11 5 95 12 112 3 1 7 11 6 135 2 143 277
04:15 PM 8 0 5 13 5 81 14 100 3 0 6 9 2 146 2 150 272
04:30 PM 5 0 0 5 4 99 9 112 0 0 7 7 2 118 3 123 247
04:45 PM 1 0 7 8 2 77 5 84 1 0 5 6 5 147 2 154 252
Total 20 1 16 37 16 352 40 408 7 1 25 33 15 546 9 570 1048
05:00 PM 9 0 2 11 5 92 8 105 2 2 4 8 5 122 2 129 253
05:15 PM 7 0 2 9 8 79 13 100 0 0 7 7 4 158 4 166 282
05:30 PM 8 0 4 12 3 115 2 120 5 0 4 9 2 123 4 129 270
05:45 PM 6 0 3 9 12 94 11 117 4 0 6 10 8 129 7 144 280
Total 30 0 11 41 28 380 34 442 11 2 21 34 19 532 17 568 1085
Grand Total 50 1 27 78 44 732 74 850 18 3 46 67 34 1078 26 1138 2133
Apprch %64.1 1.3 34.6 5.2 86.1 8.7 26.9 4.5 68.7 3 94.7 2.3
Total %2.3 0 1.3 3.7 2.1 34.3 3.5 39.8 0.8 0.1 2.2 3.1 1.6 50.5 1.2 53.4
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 9 0 2 11 5 92 8 105 2 2 4 8 5 122 2 129 253
05:15 PM 7 0 2 9 8 79 13 100 0 0 7 7 4 158 4 166 282
05:30 PM 8 0 4 12 3 115 2 120 5 0 4 9 2 123 4 129 270
05:45 PM 6 0 3 9 12 94 11 117 4 0 6 10 8 129 7 144 280
Total Volume 30 0 11 41 28 380 34 442 11 2 21 34 19 532 17 568 1085
% App. Total 73.2 0 26.8 6.3 86 7.7 32.4 5.9 61.8 3.3 93.7 3
PHF .833 .000 .688 .854 .583 .826 .654 .921 .550 .250 .750 .850 .594 .842 .607 .855 .962
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 19 B-49
File Name : RPVFOPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
11
Thru
0
Left
30
InOut Total
55 41 96 Right34 Thru380 Left28 OutTotalIn583 442 1025 Left
11
Thru
2
Right
21
Out TotalIn
45 34 79 Left19 Thru532 Right17 TotalOutIn402 568 970 Peak Hour Begins at 05:00 PM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 04:45 PM
+0 mins.9 0 2 11 5 92 8 105 2 2 4 8 5 147 2 154
+15 mins.7 0 2 9 8 79 13 100 0 0 7 7 5 122 2 129
+30 mins.8 0 4 12 3 115 2 120 5 0 4 9 4 158 4 166
+45 mins.6 0 3 9 12 94 11 117 4 0 6 10 2 123 4 129
Total Volume 30 0 11 41 28 380 34 442 11 2 21 34 16 550 12 578
% App. Total 73.2 0 26.8 6.3 86 7.7 32.4 5.9 61.8 2.8 95.2 2.1
PHF .833 .000 .688 .854 .583 .826 .654 .921 .550 .250 .750 .850 .800 .870 .750 .870
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 20 B-50
File Name : RPVFOPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 6 0 6 7
Grand Total 0 0 0 0 0 3 0 3 0 0 0 0 0 6 0 6 9
Apprch %0 0 0 0 100 0 0 0 0 0 100 0
Total %0 0 0 0 0 33.3 0 33.3 0 0 0 0 0 66.7 0 66.7
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 6 0 6 8
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .500
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 21 B-51
File Name : RPVFOPVSPM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
0
Thru
0
Left
0
InOut Total
0 0 0 Right0 Thru2 Left0 OutTotalIn6 2 8 Left
0
Thru
0
Right
0
Out TotalIn
0 0 0 Left0 Thru6 Right0 TotalOutIn2 6 8 Peak Hour Begins at 04:45 PM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:45 PM
+0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3
+30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3
Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 6 0 6
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 22 B-52
Location: Date: 4/23/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Forrestal Dr / Trump Int'l Palos Verdes Drive South Forrestal Dr / Trump Int'l Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00000
00000
00011
00000
00000
02204
00112
00000
02327
North Leg East Leg South Leg West Leg
Forrestal Dr / Trump Int'l Palos Verdes Drive South Forrestal Dr / Trump Int'l Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00000
00000
00000
00000
00000
00000
00000
01001
01001
5:00 PM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:45 PM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:00 AM
Rancho Palos Verdes
Forrestal Dr / Trump Int'l
Palos Verdes Drive South
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 23 B-53
File Name : RPVFOPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 8 1 4 13 2 45 32 79 0 0 1 1 15 31 1 47 140
07:15 AM 6 0 4 10 2 55 24 81 2 1 1 4 10 44 0 54 149
07:30 AM 6 0 5 11 5 75 26 106 0 0 1 1 7 30 2 39 157
07:45 AM 12 0 10 22 7 55 39 101 0 0 0 0 16 40 1 57 180
Total 32 1 23 56 16 230 121 367 2 1 3 6 48 145 4 197 626
08:00 AM 8 0 5 13 2 56 24 82 0 0 1 1 10 32 0 42 138
08:15 AM 10 0 1 11 1 67 30 98 0 0 1 1 4 35 0 39 149
08:30 AM 14 0 3 17 2 87 29 118 0 0 2 2 13 51 1 65 202
08:45 AM 30 1 27 58 9 99 37 145 1 0 2 3 20 51 2 73 279
Total 62 1 36 99 14 309 120 443 1 0 6 7 47 169 3 219 768
09:00 AM 39 0 18 57 6 75 29 110 3 0 4 7 6 63 1 70 244
09:15 AM 13 2 6 21 7 90 40 137 1 0 5 6 10 77 4 91 255
09:30 AM 6 0 7 13 7 95 36 138 4 0 7 11 8 59 1 68 230
09:45 AM 13 0 2 15 9 101 29 139 0 0 5 5 13 81 1 95 254
Total 71 2 33 106 29 361 134 524 8 0 21 29 37 280 7 324 983
10:00 AM 56 2 27 85 11 70 26 107 0 3 10 13 9 68 1 78 283
10:15 AM 17 1 6 24 7 89 33 129 5 1 6 12 9 89 8 106 271
10:30 AM 11 1 5 17 11 100 27 138 3 1 6 10 5 101 4 110 275
10:45 AM 17 0 7 24 8 97 22 127 7 0 10 17 15 96 3 114 282
Total 101 4 45 150 37 356 108 501 15 5 32 52 38 354 16 408 1111
Grand Total 266 8 137 411 96 1256 483 1835 26 6 62 94 170 948 30 1148 3488
Apprch %64.7 1.9 33.3 5.2 68.4 26.3 27.7 6.4 66 14.8 82.6 2.6
Total %7.6 0.2 3.9 11.8 2.8 36 13.8 52.6 0.7 0.2 1.8 2.7 4.9 27.2 0.9 32.9
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 10:00 AM
10:00 AM 56 2 27 85 11 70 26 107 0 3 10 13 9 68 1 78 283
10:15 AM 17 1 6 24 7 89 33 129 5 1 6 12 9 89 8 106 271
10:30 AM 11 1 5 17 11 100 27 138 3 1 6 10 5 101 4 110 275
10:45 AM 17 0 7 24 8 97 22 127 7 0 10 17 15 96 3 114 282
Total Volume 101 4 45 150 37 356 108 501 15 5 32 52 38 354 16 408 1111
% App. Total 67.3 2.7 30 7.4 71.1 21.6 28.8 9.6 61.5 9.3 86.8 3.9
PHF .451 .500 .417 .441 .841 .890 .818 .908 .536 .417 .800 .765 .633 .876 .500 .895 .981
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 24 B-54
File Name : RPVFOPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
45
Thru
4
Left
101
InOut Total
151 150 301 Right108 Thru356 Left37 OutTotalIn487 501 988 Left
15
Thru
5
Right
32
Out TotalIn
57 52 109 Left38 Thru354 Right16 TotalOutIn416 408 824 Peak Hour Begins at 10:00 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:30 AM 08:45 AM 10:00 AM 10:00 AM
+0 mins.14 0 3 17 9 99 37 145 0 3 10 13 9 68 1 78
+15 mins.30 1 27 58 6 75 29 110 5 1 6 12 9 89 8 106
+30 mins.39 0 18 57 7 90 40 137 3 1 6 10 5 101 4 110
+45 mins.13 2 6 21 7 95 36 138 7 0 10 17 15 96 3 114
Total Volume 96 3 54 153 29 359 142 530 15 5 32 52 38 354 16 408
% App. Total 62.7 2 35.3 5.5 67.7 26.8 28.8 9.6 61.5 9.3 86.8 3.9
PHF .615 .375 .500 .659 .806 .907 .888 .914 .536 .417 .800 .765 .633 .876 .500 .895
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 25 B-55
File Name : RPVFOPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
08:30 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 26 0 26 36
08:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6
Total 0 0 0 0 0 15 0 15 0 0 0 0 0 34 0 34 49
09:00 AM 0 0 0 0 0 11 0 11 0 0 0 0 0 4 0 4 15
09:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8 15
09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
09:45 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 8 0 8 13
Total 0 0 0 0 0 23 0 23 0 0 0 0 0 23 0 23 46
10:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 4 0 4 10
10:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 12 0 12 14
10:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 9
Total 0 0 0 0 0 11 0 11 0 0 0 0 0 27 0 27 38
Grand Total 0 0 0 0 0 50 0 50 0 0 0 0 0 89 0 89 139
Apprch %0 0 0 0 100 0 0 0 0 0 100 0
Total %0 0 0 0 0 36 0 36 0 0 0 0 0 64 0 64
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 26 0 26 36
08:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6
09:00 AM 0 0 0 0 0 11 0 11 0 0 0 0 0 4 0 4 15
09:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8 15
Total Volume 0 0 0 0 0 32 0 32 0 0 0 0 0 40 0 40 72
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .727 .000 .727 .000 .000 .000 .000 .000 .385 .000 .385 .500
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 26 B-56
File Name : RPVFOPVSSAT
Site Code : 007
Start Date : 4/26/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
0
Thru
0
Left
0
InOut Total
0 0 0 Right0 Thru32 Left0 OutTotalIn40 32 72 Left
0
Thru
0
Right
0
Out TotalIn
0 0 0 Left0 Thru40 Right0 TotalOutIn32 40 72 Peak Hour Begins at 08:30 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:00 AM 08:30 AM 07:00 AM 08:30 AM
+0 mins.0 0 0 0 0 10 0 10 0 0 0 0 0 26 0 26
+15 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2
+30 mins.0 0 0 0 0 11 0 11 0 0 0 0 0 4 0 4
+45 mins.0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8
Total Volume 0 0 0 0 0 32 0 32 0 0 0 0 0 40 0 40
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .727 .000 .727 .000 .000 .000 .000 .000 .385 .000 .385
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 27 B-57
Location: Date: 4/26/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Forrestal Dr / Trump Int'l Dr Palos Verdes Drive South Forrestal Dr / Trump Int'l Dr Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00000
00000
00000
00000
00000
00000
00022
00000
00000
00000
00000
00000
00000
00000
00000
00000
00022
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
7:15 AM
7:30 AM
7:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
7:00 AM
Rancho Palos Verdes
Forrestal Dr / Trump Int'l Dr
Palos Verdes Drive South
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 28 B-58
File Name : RPVPVSPVEAM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
07:00 AM 5 13 18 85 6 91 6 73 79 188
07:15 AM 6 9 15 124 6 130 7 80 87 232
07:30 AM 4 11 15 138 7 145 26 79 105 265
07:45 AM 10 18 28 146 18 164 30 80 110 302
Total 25 51 76 493 37 530 69 312 381 987
08:00 AM 8 34 42 167 15 182 15 95 110 334
08:15 AM 15 42 57 171 13 184 19 93 112 353
08:30 AM 7 46 53 163 11 174 36 87 123 350
08:45 AM 14 33 47 115 6 121 14 102 116 284
Total 44 155 199 616 45 661 84 377 461 1321
Grand Total 69 206 275 1109 82 1191 153 689 842 2308
Apprch %25.1 74.9 93.1 6.9 18.2 81.8
Total %3 8.9 11.9 48.1 3.6 51.6 6.6 29.9 36.5
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 10 18 28 146 18 164 30 80 110 302
08:00 AM 8 34 42 167 15 182 15 95 110 334
08:15 AM 15 42 57 171 13 184 19 93 112 353
08:30 AM 7 46 53 163 11 174 36 87 123 350
Total Volume 40 140 180 647 57 704 100 355 455 1339
% App. Total 22.2 77.8 91.9 8.1 22 78
PHF .667 .761 .789 .946 .792 .957 .694 .934 .925 .948
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 29 B-59
File Name : RPVPVSPVEAM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
140
Left
40
InOut Total
157 180 337 Right57 Thru647 OutTotalIn395 704 1099 Left100 Thru355 TotalOutIn787 455 1242 Peak Hour Begins at 07:45 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 08:00 AM
+0 mins.8 34 42 146 18 164 15 95 110
+15 mins.15 42 57 167 15 182 19 93 112
+30 mins.7 46 53 171 13 184 36 87 123
+45 mins.14 33 47 163 11 174 14 102 116
Total Volume 44 155 199 647 57 704 84 377 461
% App. Total 22.1 77.9 91.9 8.1 18.2 81.8
PHF .733 .842 .873 .946 .792 .957 .583 .924 .937
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 30 B-60
File Name : RPVPVSPVEAM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 0 1 1
07:30 AM 0 3 3 0 0 0 1 0 1 4
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 3 3 0 0 0 2 0 2 5
08:00 AM 0 1 1 4 0 4 2 0 2 7
08:15 AM 0 1 1 0 0 0 3 0 3 4
08:30 AM 0 2 2 0 0 0 2 0 2 4
08:45 AM 0 1 1 0 2 2 1 1 2 5
Total 0 5 5 4 2 6 8 1 9 20
Grand Total 0 8 8 4 2 6 10 1 11 25
Apprch %0 100 66.7 33.3 90.9 9.1
Total %0 32 32 16 8 24 40 4 44
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 1 1 4 0 4 2 0 2 7
08:15 AM 0 1 1 0 0 0 3 0 3 4
08:30 AM 0 2 2 0 0 0 2 0 2 4
08:45 AM 0 1 1 0 2 2 1 1 2 5
Total Volume 0 5 5 4 2 6 8 1 9 20
% App. Total 0 100 66.7 33.3 88.9 11.1
PHF .000 .625 .625 .250 .250 .375 .667 .250 .750 .714
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 31 B-61
File Name : RPVPVSPVEAM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
5
Left
0
InOut Total
10 5 15 Right2 Thru4 OutTotalIn1 6 7 Left8 Thru1 TotalOutIn9 9 18 Peak Hour Begins at 08:00 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 08:00 AM
+0 mins.0 3 3 4 0 4 2 0 2
+15 mins.0 0 0 0 0 0 3 0 3
+30 mins.0 1 1 0 0 0 2 0 2
+45 mins.0 1 1 0 2 2 1 1 2
Total Volume 0 5 5 4 2 6 8 1 9
% App. Total 0 100 66.7 33.3 88.9 11.1
PHF .000 .417 .417 .250 .250 .375 .667 .250 .750
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 32 B-62
File Name : RPVPVSPVEPM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
04:00 PM 7 20 27 99 7 106 18 130 148 281
04:15 PM 17 15 32 96 13 109 21 149 170 311
04:30 PM 13 15 28 117 13 130 17 128 145 303
04:45 PM 10 16 26 83 9 92 19 123 142 260
Total 47 66 113 395 42 437 75 530 605 1155
05:00 PM 11 19 30 94 5 99 17 140 157 286
05:15 PM 6 11 17 122 11 133 17 152 169 319
05:30 PM 12 29 41 104 8 112 22 116 138 291
05:45 PM 8 20 28 109 10 119 17 127 144 291
Total 37 79 116 429 34 463 73 535 608 1187
Grand Total 84 145 229 824 76 900 148 1065 1213 2342
Apprch %36.7 63.3 91.6 8.4 12.2 87.8
Total %3.6 6.2 9.8 35.2 3.2 38.4 6.3 45.5 51.8
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 11 19 30 94 5 99 17 140 157 286
05:15 PM 6 11 17 122 11 133 17 152 169 319
05:30 PM 12 29 41 104 8 112 22 116 138 291
05:45 PM 8 20 28 109 10 119 17 127 144 291
Total Volume 37 79 116 429 34 463 73 535 608 1187
% App. Total 31.9 68.1 92.7 7.3 12 88
PHF .771 .681 .707 .879 .773 .870 .830 .880 .899 .930
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 33 B-63
File Name : RPVPVSPVEPM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
79
Left
37
InOut Total
107 116 223 Right34 Thru429 OutTotalIn572 463 1035 Left73 Thru535 TotalOutIn508 608 1116 Peak Hour Begins at 05:00 PM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 04:15 PM
+0 mins.17 15 32 94 5 99 21 149 170
+15 mins.13 15 28 122 11 133 17 128 145
+30 mins.10 16 26 104 8 112 19 123 142
+45 mins.11 19 30 109 10 119 17 140 157
Total Volume 51 65 116 429 34 463 74 540 614
% App. Total 44 56 92.7 7.3 12.1 87.9
PHF .750 .855 .906 .879 .773 .870 .881 .906 .903
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 34 B-64
File Name : RPVPVSPVEPM
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
04:00 PM 0 0 0 0 0 0 1 1 2 2
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 2 2 0 0 0 0 0 0 2
Total 0 2 2 0 1 1 1 1 2 5
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 1 1 0 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 2 0 2 2
Total 0 1 1 0 0 0 2 0 2 3
Grand Total 0 3 3 0 1 1 3 1 4 8
Apprch %0 100 0 100 75 25
Total %0 37.5 37.5 0 12.5 12.5 37.5 12.5 50
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 1 1 2 2
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 2 2 0 0 0 0 0 0 2
Total Volume 0 2 2 0 1 1 1 1 2 5
% App. Total 0 100 0 100 50 50
PHF .000 .250 .250 .000 .250 .250 .250 .250 .250 .625
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 35 B-65
File Name : RPVPVSPVEPM
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
2
Left
0
InOut Total
2 2 4 Right1 Thru0 OutTotalIn1 1 2 Left1 Thru1 TotalOutIn2 2 4 Peak Hour Begins at 04:00 PM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 04:00 PM
+0 mins.0 2 2 0 0 0 1 1 2
+15 mins.0 0 0 0 0 0 0 0 0
+30 mins.0 0 0 0 1 1 0 0 0
+45 mins.0 1 1 0 0 0 0 0 0
Total Volume 0 3 3 0 1 1 1 1 2
% App. Total 0 100 0 100 50 50
PHF .000 .375 .375 .000 .250 .250 .250 .250 .250
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 36 B-66
Location: Date: 4/23/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive East Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00 00
00 00
00 00
01 01
00 00
00 00
00 00
00 00
01001
North Leg East Leg South Leg West Leg
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive East Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00000
7:00 AM
Rancho Palos Verdes
Palos Verdes Drive East
Palos Verdes Drive South
4:45 PM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 37 B-67
File Name : RPVPVSPVESAT
Site Code : 007
Start Date : 4/26/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
07:00 AM 2 6 8 74 1 75 1 31 32 115
07:15 AM 1 9 10 75 4 79 4 50 54 143
07:30 AM 2 9 11 107 4 111 4 39 43 165
07:45 AM 1 7 8 99 2 101 7 46 53 162
Total 6 31 37 355 11 366 16 166 182 585
08:00 AM 5 3 8 83 3 86 3 41 44 138
08:15 AM 2 3 5 97 3 100 5 46 51 156
08:30 AM 3 16 19 103 3 106 9 43 52 177
08:45 AM 2 17 19 117 2 119 7 71 78 216
Total 12 39 51 400 11 411 24 201 225 687
09:00 AM 7 10 17 100 6 106 4 95 99 222
09:15 AM 9 10 19 119 10 129 13 78 91 239
09:30 AM 9 11 20 122 8 130 5 70 75 225
09:45 AM 10 19 29 130 5 135 13 82 95 259
Total 35 50 85 471 29 500 35 325 360 945
10:00 AM 11 10 21 102 6 108 14 98 112 241
10:15 AM 6 17 23 101 9 110 14 108 122 255
10:30 AM 6 17 23 109 9 118 8 92 100 241
10:45 AM 2 21 23 94 7 101 26 90 116 240
Total 25 65 90 406 31 437 62 388 450 977
Grand Total 78 185 263 1632 82 1714 137 1080 1217 3194
Apprch %29.7 70.3 95.2 4.8 11.3 88.7
Total %2.4 5.8 8.2 51.1 2.6 53.7 4.3 33.8 38.1
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 09:45 AM
09:45 AM 10 19 29 130 5 135 13 82 95 259
10:00 AM 11 10 21 102 6 108 14 98 112 241
10:15 AM 6 17 23 101 9 110 14 108 122 255
10:30 AM 6 17 23 109 9 118 8 92 100 241
Total Volume 33 63 96 442 29 471 49 380 429 996
% App. Total 34.4 65.6 93.8 6.2 11.4 88.6
PHF .750 .829 .828 .850 .806 .872 .875 .880 .879 .961
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 38 B-68
File Name : RPVPVSPVESAT
Site Code : 007
Start Date : 4/26/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
63
Left
33
InOut Total
78 96 174 Right29 Thru442 OutTotalIn413 471 884 Left49 Thru380 TotalOutIn505 429 934 Peak Hour Begins at 09:45 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
09:45 AM 09:15 AM 10:00 AM
+0 mins.10 19 29 119 10 129 14 98 112
+15 mins.11 10 21 122 8 130 14 108 122
+30 mins.6 17 23 130 5 135 8 92 100
+45 mins.6 17 23 102 6 108 26 90 116
Total Volume 33 63 96 473 29 502 62 388 450
% App. Total 34.4 65.6 94.2 5.8 13.8 86.2
PHF .750 .829 .828 .910 .725 .930 .596 .898 .922
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 39 B-69
File Name : RPVPVSPVESAT
Site Code : 007
Start Date : 4/26/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 1 1 1 1 2 3
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 1 1 2 0 1 1 0 0 0 3
Total 1 1 2 0 2 2 1 1 2 6
08:00 AM 0 0 0 1 0 1 3 0 3 4
08:15 AM 0 0 0 1 1 2 1 0 1 3
08:30 AM 0 16 16 5 0 5 26 0 26 47
08:45 AM 0 5 5 2 0 2 15 0 15 22
Total 0 21 21 9 1 10 45 0 45 76
09:00 AM 0 6 6 0 0 0 1 0 1 7
09:15 AM 0 5 5 0 0 0 1 0 1 6
09:30 AM 0 1 1 0 4 4 4 0 4 9
09:45 AM 0 6 6 1 0 1 4 0 4 11
Total 0 18 18 1 4 5 10 0 10 33
10:00 AM 0 4 4 1 0 1 3 0 3 8
10:15 AM 0 1 1 0 0 0 2 0 2 3
10:30 AM 0 0 0 0 0 0 2 0 2 2
10:45 AM 0 1 1 0 0 0 3 0 3 4
Total 0 6 6 1 0 1 10 0 10 17
Grand Total 1 46 47 11 7 18 66 1 67 132
Apprch %2.1 97.9 61.1 38.9 98.5 1.5
Total %0.8 34.8 35.6 8.3 5.3 13.6 50 0.8 50.8
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 16 16 5 0 5 26 0 26 47
08:45 AM 0 5 5 2 0 2 15 0 15 22
09:00 AM 0 6 6 0 0 0 1 0 1 7
09:15 AM 0 5 5 0 0 0 1 0 1 6
Total Volume 0 32 32 7 0 7 43 0 43 82
% App. Total 0 100 100 0 100 0
PHF .000 .500 .500 .350 .000 .350 .413 .000 .413 .436
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 40 B-70
File Name : RPVPVSPVESAT
Site Code : 007
Start Date : 4/26/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
32
Left
0
InOut Total
43 32 75 Right0 Thru7 OutTotalIn0 7 7 Left43 Thru0 TotalOutIn39 43 82 Peak Hour Begins at 08:30 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:30 AM 08:00 AM 08:00 AM
+0 mins.0 16 16 1 0 1 3 0 3
+15 mins.0 5 5 1 1 2 1 0 1
+30 mins.0 6 6 5 0 5 26 0 26
+45 mins.0 5 5 2 0 2 15 0 15
Total Volume 0 32 32 9 1 10 45 0 45
% App. Total 0 100 90 10 100 0
PHF .000 .500 .500 .450 .250 .500 .433 .000 .433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 41 B-71
Location: Date: 4/26/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Point Vicente Park Ent. Palos Verdes Drive South Point Vicente Park Ent. Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00 00
00 00
00 00
00 00
00 00
00 22
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00022
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
7:15 AM
7:30 AM
7:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
7:00 AM
Rancho Palos Verdes
Point Vicente Park Ent.
Palos Verdes Drive South
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 42 B-72
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
12:00 AM 0 5 5 0 0 0 9 0 9 14
12:15 AM 0 3 3 0 0 0 5 0 5 8
12:30 AM 1 8 9 0 0 0 4 0 4 13
12:45 AM 0 7 7 0 0 0 4 0 4 11
Total 1 23 24 0 0 0 22 0 22 46
01:00 AM 0 2 2 0 0 0 1 0 1 3
01:15 AM 0 2 2 0 0 0 0 0 0 2
01:30 AM 0 3 3 0 0 0 2 0 2 5
01:45 AM 0 1 1 0 0 0 2 0 2 3
Total 0 8 8 0 0 0 5 0 5 13
02:00 AM 0 1 1 0 0 0 0 0 0 1
02:15 AM 0 2 2 0 0 0 3 0 3 5
02:30 AM 0 1 1 0 0 0 2 0 2 3
02:45 AM 0 1 1 0 0 0 1 0 1 2
Total 0 5 5 0 0 0 6 0 6 11
03:00 AM 0 1 1 0 0 0 3 0 3 4
03:15 AM 0 3 3 0 0 0 4 0 4 7
03:30 AM 0 2 2 0 0 0 3 0 3 5
03:45 AM 0 3 3 0 0 0 3 0 3 6
Total 0 9 9 0 0 0 13 0 13 22
04:00 AM 0 4 4 0 0 0 0 0 0 4
04:15 AM 0 6 6 0 0 0 3 0 3 9
04:30 AM 0 4 4 0 0 0 2 0 2 6
04:45 AM 0 10 10 0 0 0 5 0 5 15
Total 0 24 24 0 0 0 10 0 10 34
05:00 AM 0 11 11 0 0 0 4 0 4 15
05:15 AM 0 13 13 0 0 0 13 0 13 26
05:30 AM 0 17 17 0 0 0 13 0 13 30
05:45 AM 0 30 30 0 0 0 24 0 24 54
Total 0 71 71 0 0 0 54 0 54 125
06:00 AM 0 37 37 0 0 0 15 2 17 54
06:15 AM 1 34 35 0 1 1 21 1 22 58
06:30 AM 0 70 70 0 0 0 40 1 41 111
06:45 AM 2 96 98 2 0 2 30 2 32 132
Total 3 237 240 2 1 3 106 6 112 355
07:00 AM 1 108 109 0 1 1 37 2 39 149
07:15 AM 2 126 128 6 0 6 63 3 66 200
07:30 AM 2 162 164 1 0 1 73 3 76 241
07:45 AM 1 150 151 3 3 6 81 6 87 244
Total 6 546 552 10 4 14 254 14 268 834
08:00 AM 1 205 206 3 0 3 93 3 96 305
08:15 AM 1 268 269 2 0 2 110 3 113 384
08:30 AM 2 247 249 5 1 6 128 4 132 387
08:45 AM 3 154 157 2 2 4 118 4 122 283
Total 7 874 881 12 3 15 449 14 463 1359
09:00 AM 2 179 181 2 4 6 114 9 123 310
09:15 AM 4 190 194 4 3 7 70 3 73 274
09:30 AM 1 142 143 2 1 3 105 8 113 259
09:45 AM 3 97 100 4 3 7 105 8 113 220
Total 10 608 618 12 11 23 394 28 422 1063
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 43 B-73
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
10:00 AM 3 106 109 4 2 6 83 7 90 205
10:15 AM 1 99 100 5 1 6 64 10 74 180
10:30 AM 4 92 96 5 1 6 84 7 91 193
10:45 AM 3 100 103 5 0 5 65 1 66 174
Total 11 397 408 19 4 23 296 25 321 752
11:00 AM 1 90 91 6 6 12 86 4 90 193
11:15 AM 1 87 88 4 7 11 90 10 100 199
11:30 AM 3 106 109 4 3 7 104 7 111 227
11:45 AM 6 111 117 12 4 16 107 16 123 256
Total 11 394 405 26 20 46 387 37 424 875
12:00 PM 3 81 84 16 6 22 75 3 78 184
12:15 PM 3 100 103 6 5 11 112 6 118 232
12:30 PM 2 91 93 6 8 14 79 12 91 198
12:45 PM 2 97 99 4 3 7 130 12 142 248
Total 10 369 379 32 22 54 396 33 429 862
01:00 PM 2 86 88 5 3 8 104 10 114 210
01:15 PM 2 98 100 8 3 11 108 5 113 224
01:30 PM 2 123 125 4 5 9 102 7 109 243
01:45 PM 0 104 104 3 4 7 87 12 99 210
Total 6 411 417 20 15 35 401 34 435 887
02:00 PM 2 117 119 4 7 11 94 13 107 237
02:15 PM 1 111 112 7 11 18 106 9 115 245
02:30 PM 0 153 153 8 3 11 119 5 124 288
02:45 PM 1 130 131 5 6 11 175 11 186 328
Total 4 511 515 24 27 51 494 38 532 1098
03:00 PM 2 130 132 4 5 9 205 9 214 355
03:15 PM 4 126 130 2 5 7 183 5 188 325
03:30 PM 5 123 128 6 3 9 204 5 209 346
03:45 PM 1 114 115 4 5 9 153 7 160 284
Total 12 493 505 16 18 34 745 26 771 1310
04:00 PM 3 118 121 4 3 7 148 10 158 286
04:15 PM 1 88 89 4 4 8 163 9 172 269
04:30 PM 3 110 113 4 4 8 157 11 168 289
04:45 PM 7 112 119 3 14 17 145 9 154 290
Total 14 428 442 15 25 40 613 39 652 1134
05:00 PM 4 111 115 6 9 15 133 5 138 268
05:15 PM 0 124 124 6 5 11 174 8 182 317
05:30 PM 2 126 128 2 2 4 170 3 173 305
05:45 PM 2 119 121 4 8 12 201 10 211 344
Total 8 480 488 18 24 42 678 26 704 1234
06:00 PM 3 124 127 7 6 13 154 5 159 299
06:15 PM 0 114 114 5 1 6 176 3 179 299
06:30 PM 1 99 100 2 5 7 142 2 144 251
06:45 PM 2 121 123 6 1 7 158 8 166 296
Total 6 458 464 20 13 33 630 18 648 1145
07:00 PM 2 100 102 1 3 4 127 3 130 236
07:15 PM 2 101 103 3 4 7 106 5 111 221
07:30 PM 1 70 71 5 5 10 113 2 115 196
07:45 PM 0 90 90 9 3 12 67 2 69 171
Total 5 361 366 18 15 33 413 12 425 824
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 44 B-74
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 3
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
08:00 PM 0 88 88 1 0 1 75 0 75 164
08:15 PM 0 67 67 0 0 0 82 0 82 149
08:30 PM 0 65 65 0 0 0 54 0 54 119
08:45 PM 0 43 43 0 0 0 45 0 45 88
Total 0 263 263 1 0 1 256 0 256 520
09:00 PM 0 57 57 0 0 0 49 0 49 106
09:15 PM 0 65 65 0 0 0 61 0 61 126
09:30 PM 0 39 39 0 0 0 52 0 52 91
09:45 PM 0 30 30 0 0 0 47 1 48 78
Total 0 191 191 0 0 0 209 1 210 401
10:00 PM 0 30 30 0 1 1 42 1 43 74
10:15 PM 0 23 23 0 0 0 31 0 31 54
10:30 PM 0 23 23 0 0 0 22 0 22 45
10:45 PM 1 14 15 0 0 0 22 0 22 37
Total 1 90 91 0 1 1 117 1 118 210
11:00 PM 0 22 22 2 0 2 19 0 19 43
11:15 PM 0 7 7 0 0 0 15 0 15 22
11:30 PM 2 14 16 0 1 1 8 0 8 25
11:45 PM 0 9 9 0 0 0 6 0 6 15
Total 2 52 54 2 1 3 48 0 48 105
Grand Total 117 7303 7420 247 204 451 6996 352 7348 15219
Apprch %1.6 98.4 54.8 45.2 95.2 4.8
Total %0.8 48 48.8 1.6 1.3 3 46 2.3 48.3
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 1 268 269 2 0 2 110 3 113 384
08:30 AM 2 247 249 5 1 6 128 4 132 387
08:45 AM 3 154 157 2 2 4 118 4 122 283
09:00 AM 2 179 181 2 4 6 114 9 123 310
Total Volume 8 848 856 11 7 18 470 20 490 1364
% App. Total 0.9 99.1 61.1 38.9 95.9 4.1
PHF .667 .791 .796 .550 .438 .750 .918 .556 .928 .881
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 45 B-75
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 4
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru848 Left8 OutTotalIn477 856 1333 Left
11
Right
7
Out TotalIn
28 18 46 Thru470 Right20 TotalOutIn859 490 1349 Peak Hour Begins at 08:15 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:00 AM 11:45 AM 02:45 PM
+0 mins.1 205 206 12 4 16 175 11 186
+15 mins.1 268 269 16 6 22 205 9 214
+30 mins.2 247 249 6 5 11 183 5 188
+45 mins.3 154 157 6 8 14 204 5 209
Total Volume 7 874 881 40 23 63 767 30 797
% App. Total 0.8 99.2 63.5 36.5 96.2 3.8
PHF .583 .815 .819 .625 .719 .716 .935 .682 .931
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 46 B-76
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
12:00 AM 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
01:00 AM 0 0 0 0 0 0 0 0 0 0
01:15 AM 0 0 0 0 0 0 0 0 0 0
01:30 AM 0 0 0 0 0 0 0 0 0 0
01:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
02:00 AM 0 0 0 0 0 0 0 0 0 0
02:15 AM 0 0 0 0 0 0 0 0 0 0
02:30 AM 0 0 0 0 0 0 0 0 0 0
02:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
03:00 AM 0 0 0 0 0 0 0 0 0 0
03:15 AM 0 0 0 0 0 0 0 0 0 0
03:30 AM 0 0 0 0 0 0 0 0 0 0
03:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
04:00 AM 0 0 0 0 0 0 0 0 0 0
04:15 AM 0 0 0 0 0 0 0 0 0 0
04:30 AM 0 0 0 0 0 0 0 0 0 0
04:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 AM 0 0 0 0 0 0 0 0 0 0
05:15 AM 0 0 0 0 0 0 0 0 0 0
05:30 AM 0 0 0 0 0 0 0 0 0 0
05:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
06:00 AM 0 2 2 0 0 0 2 0 2 4
06:15 AM 0 0 0 0 0 0 1 0 1 1
06:30 AM 0 2 2 0 0 0 0 0 0 2
06:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 4 4 0 0 0 3 0 3 7
07:00 AM 0 1 1 0 0 0 0 0 0 1
07:15 AM 0 1 1 0 0 0 1 0 1 2
07:30 AM 0 0 0 0 0 0 1 0 1 1
07:45 AM 0 4 4 0 0 0 3 0 3 7
Total 0 6 6 0 0 0 5 0 5 11
08:00 AM 0 0 0 0 0 0 2 0 2 2
08:15 AM 0 0 0 0 0 0 2 0 2 2
08:30 AM 0 2 2 0 0 0 4 0 4 6
08:45 AM 0 0 0 0 1 1 4 0 4 5
Total 0 2 2 0 1 1 12 0 12 15
09:00 AM 0 7 7 0 0 0 1 0 1 8
09:15 AM 0 5 5 0 0 0 3 0 3 8
09:30 AM 0 6 6 0 0 0 1 0 1 7
09:45 AM 0 1 1 0 0 0 3 0 3 4
Total 0 19 19 0 0 0 8 0 8 27
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 47 B-77
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
10:00 AM 0 7 7 0 0 0 3 0 3 10
10:15 AM 0 2 2 0 0 0 6 0 6 8
10:30 AM 0 2 2 0 0 0 2 0 2 4
10:45 AM 0 2 2 0 0 0 0 0 0 2
Total 0 13 13 0 0 0 11 0 11 24
11:00 AM 0 2 2 0 0 0 2 0 2 4
11:15 AM 0 1 1 0 0 0 5 0 5 6
11:30 AM 0 3 3 0 0 0 1 0 1 4
11:45 AM 0 2 2 0 0 0 2 0 2 4
Total 0 8 8 0 0 0 10 0 10 18
12:00 PM 0 0 0 0 0 0 1 0 1 1
12:15 PM 0 3 3 2 0 2 4 0 4 9
12:30 PM 0 2 2 0 0 0 7 0 7 9
12:45 PM 0 2 2 0 0 0 3 0 3 5
Total 0 7 7 2 0 2 15 0 15 24
01:00 PM 0 3 3 0 0 0 1 0 1 4
01:15 PM 0 1 1 0 0 0 2 0 2 3
01:30 PM 0 0 0 0 0 0 2 0 2 2
01:45 PM 0 2 2 0 0 0 1 0 1 3
Total 0 6 6 0 0 0 6 0 6 12
02:00 PM 0 1 1 0 0 0 1 0 1 2
02:15 PM 0 1 1 0 0 0 2 0 2 3
02:30 PM 0 2 2 0 0 0 2 0 2 4
02:45 PM 0 0 0 0 0 0 2 0 2 2
Total 0 4 4 0 0 0 7 0 7 11
03:00 PM 0 3 3 0 0 0 1 0 1 4
03:15 PM 0 1 1 0 0 0 0 0 0 1
03:30 PM 0 0 0 0 0 0 0 0 0 0
03:45 PM 0 0 0 0 1 1 2 0 2 3
Total 0 4 4 0 1 1 3 0 3 8
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 1 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 2 0 2 2
Total 0 1 1 0 0 0 3 0 3 4
05:00 PM 0 0 0 0 0 0 1 0 1 1
05:15 PM 0 0 0 0 0 0 2 0 2 2
05:30 PM 0 1 1 0 0 0 1 0 1 2
05:45 PM 0 0 0 0 0 0 1 0 1 1
Total 0 1 1 0 0 0 5 0 5 6
06:00 PM 0 1 1 0 0 0 0 0 0 1
06:15 PM 0 0 0 0 0 0 2 0 2 2
06:30 PM 0 2 2 0 0 0 1 0 1 3
06:45 PM 0 1 1 0 0 0 0 0 0 1
Total 0 4 4 0 0 0 3 0 3 7
07:00 PM 0 1 1 0 0 0 2 0 2 3
07:15 PM 0 0 0 0 0 0 0 0 0 0
07:30 PM 0 0 0 0 0 0 0 0 0 0
07:45 PM 0 0 0 0 0 0 1 0 1 1
Total 0 1 1 0 0 0 3 0 3 4
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 48 B-78
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 3
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
08:00 PM 0 0 0 0 0 0 0 0 0 0
08:15 PM 0 0 0 0 0 0 0 0 0 0
08:30 PM 0 0 0 0 0 0 0 0 0 0
08:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
09:00 PM 0 0 0 0 0 0 0 0 0 0
09:15 PM 0 0 0 0 0 0 0 0 0 0
09:30 PM 0 0 0 0 0 0 0 0 0 0
09:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0
10:15 PM 0 0 0 0 0 0 0 0 0 0
10:30 PM 0 0 0 0 0 0 0 0 0 0
10:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 0 0 0 0 0 0 0 0
11:15 PM 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 80 80 2 2 4 94 0 94 178
Apprch %0 100 50 50 100 0
Total %0 44.9 44.9 1.1 1.1 2.2 52.8 0 52.8
Palos Verdes Drive South
Westbound
Lower Point Vicente Park Ent.
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 09:15 AM
09:15 AM 0 5 5 0 0 0 3 0 3 8
09:30 AM 0 6 6 0 0 0 1 0 1 7
09:45 AM 0 1 1 0 0 0 3 0 3 4
10:00 AM 0 7 7 0 0 0 3 0 3 10
Total Volume 0 19 19 0 0 0 10 0 10 29
% App. Total 0 100 0 0 100 0
PHF .000 .679 .679 .000 .000 .000 .833 .000 .833 .725
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 49 B-79
File Name : RPVPVPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 4
City of Ranchos Palos Verdes
N/S: Lower Point Vicente Park Ent.
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive South Palos Verdes Drive South Lower Point Vicente Park Ent. Thru19 Left0 OutTotalIn10 19 29 Left
0
Right
0
Out TotalIn
0 0 0 Thru10 Right0 TotalOutIn19 10 29 Peak Hour Begins at 09:15 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
09:00 AM 11:30 AM 12:00 PM
+0 mins.0 7 7 0 0 0 1 0 1
+15 mins.0 5 5 0 0 0 4 0 4
+30 mins.0 6 6 0 0 0 7 0 7
+45 mins.0 1 1 2 0 2 3 0 3
Total Volume 0 19 19 2 0 2 15 0 15
% App. Total 0 100 100 0 100 0
PHF .000 .679 .679 .250 .000 .250 .536 .000 .536
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 50 B-80
Location: Date: 4/23/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Point Vicente Park Ent. Palos Verdes Drive South Point Vicente Park Ent. Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0202
0202
0101
0202
0000
0101
0101
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0101
0000
0000
0000
0000
0000
0000
0000
0000
0101
0000
0000
0000
0101
0000
0000
0000
0101
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0013013
7:00 AM
11:00 PM
11:15 PM
11:30 PM
2:45 AM
3:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
8:30 PM
8:45 PM
9:00 PM
3:15 PM
5:45 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
9:15 PM
9:30 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
12:15 PM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
2:30 PM
2:45 PM
3:00 PM
12:30 AM
11:15 AM
11:30 AM
11:00 AM
11:45 AM
12:00 PM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
8:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
6:00 AM
6:15 AM
6:30 AM
6:45 AM
TOTAL VOLUMES:
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Rancho Palos Verdes
Point Vicente Park Ent.
Palos Verdes Drive South
4:45 PM
5:00 PM
5:15 PM
5:30 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
12:00 AM
11:45 PM
12:15 AM
12:30 PM
12:45 PM
1:00 PM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 51 B-81
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
12:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
12:15 AM 0 0 0 0 0 7 1 8 0 0 0 0 2 7 0 9 17
12:30 AM 0 0 0 0 0 8 2 10 1 0 0 1 0 7 0 7 18
12:45 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 9 0 9 16
Total 0 0 0 0 0 23 3 26 1 0 0 1 2 25 0 27 54
01:00 AM 1 0 1 2 0 3 0 3 0 0 0 0 0 3 1 4 9
01:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
01:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 6 0 6 8
Total 1 0 1 2 0 6 0 6 0 0 0 0 0 15 1 16 24
02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 3 0 3 8
02:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4
02:45 AM 0 0 0 0 1 5 0 6 0 0 0 0 0 2 0 2 8
Total 0 0 0 0 1 13 0 14 0 0 0 0 0 6 0 6 20
03:00 AM 1 0 0 1 0 5 1 6 0 0 0 0 0 1 0 1 8
03:15 AM 0 1 0 1 0 5 0 5 0 0 0 0 0 3 0 3 9
03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
03:45 AM 1 0 0 1 0 4 0 4 0 0 2 2 0 5 0 5 12
Total 2 1 0 3 0 14 1 15 0 0 2 2 0 11 0 11 31
04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
04:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 1 0 1 8
04:30 AM 0 0 0 0 0 4 1 5 0 0 0 0 0 3 0 3 8
04:45 AM 2 0 2 4 2 9 0 11 0 0 0 0 0 4 0 4 19
Total 2 0 2 4 2 20 1 23 0 0 0 0 0 10 0 10 37
05:00 AM 0 0 1 1 1 9 1 11 0 0 0 0 0 6 0 6 18
05:15 AM 0 0 0 0 6 8 0 14 0 0 1 1 0 22 0 22 37
05:30 AM 7 0 0 7 11 27 1 39 0 0 1 1 1 13 1 15 62
05:45 AM 4 0 1 5 6 30 2 38 0 0 0 0 0 35 0 35 78
Total 11 0 2 13 24 74 4 102 0 0 2 2 1 76 1 78 195
06:00 AM 4 0 0 4 2 29 0 31 0 0 0 0 1 28 2 31 66
06:15 AM 4 0 0 4 3 39 1 43 1 0 1 2 1 33 1 35 84
06:30 AM 14 0 2 16 9 65 3 77 1 0 0 1 2 41 3 46 140
06:45 AM 5 0 1 6 3 106 5 114 1 0 1 2 1 47 1 49 171
Total 27 0 3 30 17 239 9 265 3 0 2 5 5 149 7 161 461
07:00 AM 9 0 3 12 2 97 2 101 1 0 3 4 1 66 2 69 186
07:15 AM 10 0 3 13 2 125 5 132 0 0 4 4 0 62 2 64 213
07:30 AM 11 0 3 14 2 123 3 128 2 0 5 7 0 82 1 83 232
07:45 AM 8 2 8 18 10 151 8 169 0 0 2 2 0 113 2 115 304
Total 38 2 17 57 16 496 18 530 3 0 14 17 1 323 7 331 935
08:00 AM 9 1 4 14 7 182 11 200 1 0 4 5 1 95 0 96 315
08:15 AM 11 0 11 22 9 197 7 213 0 0 0 0 1 99 1 101 336
08:30 AM 10 2 8 20 8 179 10 197 1 0 3 4 5 104 1 110 331
08:45 AM 7 0 7 14 3 133 11 147 1 1 7 9 3 102 1 106 276
Total 37 3 30 70 27 691 39 757 3 1 14 18 10 400 3 413 1258
09:00 AM 9 0 12 21 6 135 5 146 2 0 3 5 1 106 4 111 283
09:15 AM 11 0 5 16 7 166 9 182 0 0 1 1 2 73 1 76 275
09:30 AM 5 0 4 9 10 103 6 119 0 0 9 9 1 92 1 94 231
09:45 AM 10 0 4 14 11 60 4 75 0 0 2 2 4 102 3 109 200
Total 35 0 25 60 34 464 24 522 2 0 15 17 8 373 9 390 989
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 52 B-82
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
10:00 AM 9 0 4 13 14 85 3 102 2 0 5 7 2 58 3 63 185
10:15 AM 8 0 1 9 19 85 10 114 0 0 5 5 1 65 3 69 197
10:30 AM 7 0 4 11 9 85 8 102 2 0 4 6 1 75 4 80 199
10:45 AM 7 0 4 11 10 54 3 67 2 0 3 5 3 58 1 62 145
Total 31 0 13 44 52 309 24 385 6 0 17 23 7 256 11 274 726
11:00 AM 6 0 0 6 15 55 11 81 1 0 2 3 1 71 4 76 166
11:15 AM 8 0 4 12 5 64 0 69 1 0 2 3 2 84 4 90 174
11:30 AM 6 0 2 8 9 76 6 91 1 0 5 6 2 70 1 73 178
11:45 AM 6 0 2 8 12 83 8 103 3 0 7 10 3 87 3 93 214
Total 26 0 8 34 41 278 25 344 6 0 16 22 8 312 12 332 732
12:00 PM 9 0 4 13 8 59 9 76 4 0 5 9 3 82 4 89 187
12:15 PM 8 0 4 12 3 81 4 88 2 0 5 7 4 67 2 73 180
12:30 PM 5 0 4 9 3 63 7 73 3 0 2 5 4 67 2 73 160
12:45 PM 3 0 2 5 3 75 4 82 0 1 1 2 2 82 4 88 177
Total 25 0 14 39 17 278 24 319 9 1 13 23 13 298 12 323 704
01:00 PM 4 0 4 8 8 71 6 85 5 0 9 14 3 88 2 93 200
01:15 PM 4 0 4 8 5 66 9 80 6 0 5 11 4 90 2 96 195
01:30 PM 2 0 3 5 2 75 5 82 7 0 4 11 4 77 1 82 180
01:45 PM 13 1 4 18 4 63 6 73 2 0 2 4 0 85 0 85 180
Total 23 1 15 39 19 275 26 320 20 0 20 40 11 340 5 356 755
02:00 PM 5 0 0 5 2 90 5 97 6 0 14 20 3 82 4 89 211
02:15 PM 8 0 2 10 6 99 6 111 0 0 19 19 1 86 0 87 227
02:30 PM 8 1 7 16 4 118 10 132 5 0 19 24 0 91 4 95 267
02:45 PM 6 0 4 10 4 111 5 120 6 0 9 15 4 136 4 144 289
Total 27 1 13 41 16 418 26 460 17 0 61 78 8 395 12 415 994
03:00 PM 11 0 3 14 2 105 6 113 6 0 8 14 7 169 3 179 320
03:15 PM 5 0 8 13 4 102 9 115 3 0 2 5 7 151 2 160 293
03:30 PM 8 0 3 11 9 103 9 121 3 0 12 15 4 171 3 178 325
03:45 PM 7 0 4 11 13 76 13 102 2 0 1 3 6 137 1 144 260
Total 31 0 18 49 28 386 37 451 14 0 23 37 24 628 9 661 1198
04:00 PM 6 1 4 11 5 95 12 112 3 1 7 11 6 135 2 143 277
04:15 PM 8 0 5 13 5 81 14 100 3 0 6 9 2 146 2 150 272
04:30 PM 5 0 0 5 4 99 9 112 0 0 7 7 2 118 3 123 247
04:45 PM 1 0 7 8 2 77 5 84 1 0 5 6 5 147 2 154 252
Total 20 1 16 37 16 352 40 408 7 1 25 33 15 546 9 570 1048
05:00 PM 9 0 2 11 5 92 8 105 2 2 4 8 5 122 2 129 253
05:15 PM 7 0 2 9 8 79 13 100 0 0 7 7 4 158 4 166 282
05:30 PM 8 0 4 12 3 115 2 120 5 0 4 9 2 123 4 129 270
05:45 PM 6 0 3 9 12 94 11 117 4 0 6 10 8 129 7 144 280
Total 30 0 11 41 28 380 34 442 11 2 21 34 19 532 17 568 1085
06:00 PM 9 0 14 23 6 96 8 110 1 0 8 9 6 128 19 153 295
06:15 PM 5 0 4 9 11 110 10 131 6 0 19 25 12 106 9 127 292
06:30 PM 8 1 3 12 6 107 8 121 7 0 18 25 6 80 4 90 248
06:45 PM 6 0 5 11 7 89 6 102 9 0 22 31 12 90 2 104 248
Total 28 1 26 55 30 402 32 464 23 0 67 90 36 404 34 474 1083
07:00 PM 14 0 1 15 6 88 8 102 4 0 9 13 7 88 3 98 228
07:15 PM 5 0 3 8 3 82 9 94 4 0 7 11 5 71 5 81 194
07:30 PM 5 0 0 5 4 56 5 65 14 1 9 24 2 75 2 79 173
07:45 PM 3 0 1 4 0 50 7 57 14 0 11 25 4 69 2 75 161
Total 27 0 5 32 13 276 29 318 36 1 36 73 18 303 12 333 756
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 53 B-83
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 3
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
08:00 PM 1 0 4 5 0 62 6 68 18 0 7 25 4 60 0 64 162
08:15 PM 0 0 9 9 4 61 6 71 3 0 8 11 3 59 0 62 153
08:30 PM 1 0 0 1 1 39 6 46 2 0 3 5 3 50 2 55 107
08:45 PM 2 0 0 2 0 33 5 38 0 0 4 4 1 56 0 57 101
Total 4 0 13 17 5 195 23 223 23 0 22 45 11 225 2 238 523
09:00 PM 1 0 1 2 0 37 0 37 2 0 6 8 2 36 1 39 86
09:15 PM 2 0 1 3 0 34 3 37 2 0 3 5 5 62 0 67 112
09:30 PM 2 0 0 2 1 28 5 34 5 0 1 6 3 55 1 59 101
09:45 PM 0 0 1 1 1 35 3 39 3 0 6 9 2 42 0 44 93
Total 5 0 3 8 2 134 11 147 12 0 16 28 12 195 2 209 392
10:00 PM 1 0 2 3 1 23 0 24 1 0 2 3 0 20 0 20 50
10:15 PM 0 0 0 0 1 21 2 24 2 1 3 6 1 41 0 42 72
10:30 PM 2 0 0 2 0 17 1 18 0 0 2 2 1 31 0 32 54
10:45 PM 0 0 0 0 0 17 2 19 0 0 0 0 1 33 1 35 54
Total 3 0 2 5 2 78 5 85 3 1 7 11 3 125 1 129 230
11:00 PM 2 0 3 5 1 19 2 22 0 0 1 1 1 23 0 24 52
11:15 PM 0 0 0 0 0 11 1 12 0 0 0 0 0 15 0 15 27
11:30 PM 0 0 2 2 0 16 4 20 0 0 0 0 0 12 0 12 34
11:45 PM 0 0 0 0 0 6 0 6 0 0 1 1 0 9 0 9 16
Total 2 0 5 7 1 52 7 60 0 0 2 2 1 59 0 60 129
Grand Total 435 10 242 687 391 5853 442 6686 199 7 395 601 213 6006 166 6385 14359
Apprch %63.3 1.5 35.2 5.8 87.5 6.6 33.1 1.2 65.7 3.3 94.1 2.6
Total %3 0.1 1.7 4.8 2.7 40.8 3.1 46.6 1.4 0 2.8 4.2 1.5 41.8 1.2 44.5
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 8 2 8 18 10 151 8 169 0 0 2 2 0 113 2 115 304
08:00 AM 9 1 4 14 7 182 11 200 1 0 4 5 1 95 0 96 315
08:15 AM 11 0 11 22 9 197 7 213 0 0 0 0 1 99 1 101 336
08:30 AM 10 2 8 20 8 179 10 197 1 0 3 4 5 104 1 110 331
Total Volume 38 5 31 74 34 709 36 779 2 0 9 11 7 411 4 422 1286
% App. Total 51.4 6.8 41.9 4.4 91 4.6 18.2 0 81.8 1.7 97.4 0.9
PHF .864 .625 .705 .841 .850 .900 .818 .914 .500 .000 .563 .550 .350 .909 .500 .917 .957
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 54 B-84
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 4
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
31
Thru
5
Left
38
InOut Total
43 74 117 Right36 Thru709 Left34 OutTotalIn458 779 1237 Left
2
Thru
0
Right
9
Out TotalIn
43 11 54 Left7 Thru411 Right4 TotalOutIn742 422 1164 Peak Hour Begins at 07:45 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:15 AM 07:45 AM 06:15 PM 02:45 PM
+0 mins.11 0 11 22 10 151 8 169 6 0 19 25 4 136 4 144
+15 mins.10 2 8 20 7 182 11 200 7 0 18 25 7 169 3 179
+30 mins.7 0 7 14 9 197 7 213 9 0 22 31 7 151 2 160
+45 mins.9 0 12 21 8 179 10 197 4 0 9 13 4 171 3 178
Total Volume 37 2 38 77 34 709 36 779 26 0 68 94 22 627 12 661
% App. Total 48.1 2.6 49.4 4.4 91 4.6 27.7 0 72.3 3.3 94.9 1.8
PHF .841 .250 .792 .875 .850 .900 .818 .914 .722 .000 .773 .758 .786 .917 .750 .923
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 55 B-85
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
06:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5
07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
09:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
09:45 AM 0 0 0 0 0 15 0 15 0 0 0 0 0 0 0 0 15
Total 0 0 0 0 0 16 0 16 0 0 0 0 0 7 0 7 23
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 56 B-86
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
10:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
10:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
10:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
10:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total 0 0 0 0 0 4 0 4 0 0 0 0 0 14 0 14 18
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
11:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5
12:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
12:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total 0 0 0 0 0 2 0 2 0 0 0 0 0 6 0 6 8
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 8 0 8 9
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
02:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
03:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
03:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 1 1 0 3 0 3 5
04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 6 0 6 7
06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
06:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
06:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
Total 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 11
07:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 57 B-87
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 3
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 38 0 38 0 0 1 1 0 71 0 71 110
Apprch %0 0 0 0 100 0 0 0 100 0 100 0
Total %0 0 0 0 0 34.5 0 34.5 0 0 0.9 0.9 0 64.5 0 64.5
Forrestal Drive
Southbound
Palos Verdes Drive South
Westbound
Trump International Drive
Northbound
Palos Verdes Drive South
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 09:45 AM
09:45 AM 0 0 0 0 0 15 0 15 0 0 0 0 0 0 0 0 15
10:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
10:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
10:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
Total Volume 0 0 0 0 0 18 0 18 0 0 0 0 0 13 0 13 31
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .300 .000 .300 .000 .000 .000 .000 .000 .650 .000 .650 .517
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 58 B-88
File Name : RPVFOPVS24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 4
City of Ranchos Palos Verdes
N/S: Forrestal Drive / Trump Int'l Drive
E/W: Palos Verdes Drive South
Weather: Clear
Forrestal Drive Palos Verdes Drive South Palos Verdes Drive South Trump International Drive
Right
0
Thru
0
Left
0
InOut Total
0 0 0 Right0 Thru18 Left0 OutTotalIn13 18 31 Left
0
Thru
0
Right
0
Out TotalIn
0 0 0 Left0 Thru13 Right0 TotalOutIn18 13 31 Peak Hour Begins at 09:45 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
12:00 AM 09:45 AM 02:45 PM 10:00 AM
+0 mins.0 0 0 0 0 15 0 15 0 0 0 0 0 3 0 3
+15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5
+30 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5
+45 mins.0 0 0 0 0 1 0 1 0 0 1 1 0 1 0 1
Total Volume 0 0 0 0 0 18 0 18 0 0 1 1 0 14 0 14
% App. Total 0 0 0 0 100 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .000 .300 .000 .300 .000 .000 .250 .250 .000 .700 .000 .700
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 59 B-89
Location: Date: 4/23/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Forrestal Dr / Trump Int'l Palos Verdes Drive South Forrestal Dr / Trump Int'l Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00011
00000
00011
00000
00000
00000
00011
00000
00000
02204
00112
00000
20024
00000
00000
00000
00000
00000
00000
00000
00101
10001
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00101
00000
00000
00000
00000
00000
00000
00000
01001
00000
00000
00000
01001
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
345618
7:00 AM
11:00 PM
11:15 PM
11:30 PM
2:45 AM
3:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
8:30 PM
8:45 PM
9:00 PM
3:15 PM
5:45 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
9:15 PM
9:30 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
12:15 PM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
2:30 PM
2:45 PM
3:00 PM
12:30 AM
11:15 AM
11:30 AM
11:00 AM
11:45 AM
12:00 PM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
8:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
6:00 AM
6:15 AM
6:30 AM
6:45 AM
TOTAL VOLUMES:
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Rancho Palos Verdes
Forrestal Dr / Trump Int'l
Palos Verdes Drive South
4:45 PM
5:00 PM
5:15 PM
5:30 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
12:00 AM
11:45 PM
12:15 AM
12:30 PM
12:45 PM
1:00 PM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 60 B-90
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
12:00 AM 0 0 0 3 0 3 0 7 7 10
12:15 AM 2 1 3 3 1 4 0 6 6 13
12:30 AM 0 1 1 9 0 9 0 7 7 17
12:45 AM 0 0 0 7 0 7 0 8 8 15
Total 2 2 4 22 1 23 0 28 28 55
01:00 AM 0 0 0 4 0 4 0 4 4 8
01:15 AM 0 0 0 1 1 2 0 2 2 4
01:30 AM 0 0 0 0 0 0 0 4 4 4
01:45 AM 0 0 0 2 0 2 1 6 7 9
Total 0 0 0 7 1 8 1 16 17 25
02:00 AM 1 0 1 2 0 2 0 1 1 4
02:15 AM 0 0 0 3 0 3 0 2 2 5
02:30 AM 0 0 0 4 0 4 0 1 1 5
02:45 AM 0 0 0 7 0 7 0 2 2 9
Total 1 0 1 16 0 16 0 6 6 23
03:00 AM 0 0 0 5 0 5 0 2 2 7
03:15 AM 0 0 0 6 0 6 0 2 2 8
03:30 AM 0 0 0 2 0 2 0 2 2 4
03:45 AM 0 0 0 2 0 2 1 6 7 9
Total 0 0 0 15 0 15 1 12 13 28
04:00 AM 1 0 1 2 0 2 0 4 4 7
04:15 AM 0 0 0 6 0 6 0 1 1 7
04:30 AM 0 1 1 5 0 5 0 4 4 10
04:45 AM 0 0 0 14 0 14 0 8 8 22
Total 1 1 2 27 0 27 0 17 17 46
05:00 AM 1 1 2 10 1 11 0 8 8 21
05:15 AM 1 1 2 14 0 14 1 22 23 39
05:30 AM 1 2 3 33 2 35 1 16 17 55
05:45 AM 1 2 3 40 0 40 5 35 40 83
Total 4 6 10 97 3 100 7 81 88 198
06:00 AM 1 2 3 26 3 29 1 32 33 65
06:15 AM 6 2 8 32 2 34 0 37 37 79
06:30 AM 2 12 14 73 3 76 3 58 61 151
06:45 AM 1 7 8 101 7 108 3 43 46 162
Total 10 23 33 232 15 247 7 170 177 457
07:00 AM 5 13 18 85 6 91 6 73 79 188
07:15 AM 6 9 15 124 6 130 7 80 87 232
07:30 AM 4 11 15 138 7 145 26 79 105 265
07:45 AM 10 18 28 146 18 164 30 80 110 302
Total 25 51 76 493 37 530 69 312 381 987
08:00 AM 8 34 42 167 15 182 15 95 110 334
08:15 AM 15 42 57 171 13 184 19 93 112 353
08:30 AM 7 46 53 163 11 174 36 87 123 350
08:45 AM 14 33 47 115 6 121 14 102 116 284
Total 44 155 199 616 45 661 84 377 461 1321
09:00 AM 10 37 47 107 5 112 10 111 121 280
09:15 AM 9 28 37 155 10 165 9 81 90 292
09:30 AM 7 14 21 101 12 113 10 100 110 244
09:45 AM 5 11 16 66 11 77 14 91 105 198
Total 31 90 121 429 38 467 43 383 426 1014
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 61 B-91
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
10:00 AM 6 16 22 80 7 87 14 71 85 194
10:15 AM 8 19 27 113 8 121 12 76 88 236
10:30 AM 14 15 29 94 4 98 8 58 66 193
10:45 AM 4 12 16 65 6 71 13 64 77 164
Total 32 62 94 352 25 377 47 269 316 787
11:00 AM 4 7 11 81 4 85 12 73 85 181
11:15 AM 16 9 25 78 7 85 14 83 97 207
11:30 AM 8 10 18 90 10 100 7 76 83 201
11:45 AM 9 11 20 97 7 104 9 96 105 229
Total 37 37 74 346 28 374 42 328 370 818
12:00 PM 6 7 13 69 7 76 5 102 107 196
12:15 PM 11 13 24 89 10 99 19 75 94 217
12:30 PM 4 9 13 67 9 76 8 72 80 169
12:45 PM 8 12 20 76 15 91 11 74 85 196
Total 29 41 70 301 41 342 43 323 366 778
01:00 PM 7 10 17 90 6 96 28 69 97 210
01:15 PM 9 13 22 76 5 81 22 92 114 217
01:30 PM 10 9 19 87 5 92 10 82 92 203
01:45 PM 15 15 30 107 18 125 23 103 126 281
Total 41 47 88 360 34 394 83 346 429 911
02:00 PM 8 9 17 59 6 65 7 89 96 178
02:15 PM 6 13 19 92 3 95 15 93 108 222
02:30 PM 8 24 32 102 10 112 19 97 116 260
02:45 PM 12 14 26 107 15 122 34 122 156 304
Total 34 60 94 360 34 394 75 401 476 964
03:00 PM 26 28 54 103 15 118 58 154 212 384
03:15 PM 10 21 31 75 9 84 24 95 119 234
03:30 PM 11 25 36 114 10 124 26 166 192 352
03:45 PM 13 15 28 101 6 107 27 134 161 296
Total 60 89 149 393 40 433 135 549 684 1266
04:00 PM 7 20 27 99 7 106 18 130 148 281
04:15 PM 17 15 32 96 13 109 21 149 170 311
04:30 PM 13 15 28 117 13 130 17 128 145 303
04:45 PM 10 16 26 83 9 92 19 123 142 260
Total 47 66 113 395 42 437 75 530 605 1155
05:00 PM 11 19 30 94 5 99 17 140 157 286
05:15 PM 6 11 17 122 11 133 17 152 169 319
05:30 PM 12 29 41 104 8 112 22 116 138 291
05:45 PM 8 20 28 109 10 119 17 127 144 291
Total 37 79 116 429 34 463 73 535 608 1187
06:00 PM 12 18 30 82 10 92 20 106 126 248
06:15 PM 14 13 27 93 5 98 13 99 112 237
06:30 PM 11 14 25 106 3 109 11 96 107 241
06:45 PM 3 14 17 95 5 100 16 93 109 226
Total 40 59 99 376 23 399 60 394 454 952
07:00 PM 11 8 19 89 4 93 16 99 115 227
07:15 PM 9 10 19 76 9 85 7 67 74 178
07:30 PM 6 7 13 51 10 61 9 75 84 158
07:45 PM 4 1 5 56 7 63 12 72 84 152
Total 30 26 56 272 30 302 44 313 357 715
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 62 B-92
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 3
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Total Vehicles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
08:00 PM 2 2 4 25 1 26 6 21 27 57
08:15 PM 2 13 15 58 3 61 12 66 78 154
08:30 PM 5 8 13 49 0 49 5 50 55 117
08:45 PM 2 5 7 32 1 33 4 53 57 97
Total 11 28 39 164 5 169 27 190 217 425
09:00 PM 1 2 3 36 4 40 5 34 39 82
09:15 PM 2 5 7 34 3 37 11 62 73 117
09:30 PM 1 4 5 29 0 29 5 45 50 84
09:45 PM 0 1 1 40 1 41 3 48 51 93
Total 4 12 16 139 8 147 24 189 213 376
10:00 PM 1 2 3 32 3 35 3 28 31 69
10:15 PM 1 1 2 32 1 33 6 41 47 82
10:30 PM 2 4 6 18 0 18 2 35 37 61
10:45 PM 0 1 1 23 0 23 7 32 39 63
Total 4 8 12 105 4 109 18 136 154 275
11:00 PM 1 1 2 25 2 27 2 27 29 58
11:15 PM 0 0 0 10 2 12 3 13 16 28
11:30 PM 0 1 1 18 1 19 0 13 13 33
11:45 PM 1 3 4 7 1 8 1 9 10 22
Total 2 5 7 60 6 66 6 62 68 141
Grand Total 526 947 1473 6006 494 6500 964 5967 6931 14904
Apprch %35.7 64.3 92.4 7.6 13.9 86.1
Total %3.5 6.4 9.9 40.3 3.3 43.6 6.5 40 46.5
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 10 18 28 146 18 164 30 80 110 302
08:00 AM 8 34 42 167 15 182 15 95 110 334
08:15 AM 15 42 57 171 13 184 19 93 112 353
08:30 AM 7 46 53 163 11 174 36 87 123 350
Total Volume 40 140 180 647 57 704 100 355 455 1339
% App. Total 22.2 77.8 91.9 8.1 22 78
PHF .667 .761 .789 .946 .792 .957 .694 .934 .925 .948
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 63 B-93
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 4
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
140
Left
40
InOut Total
157 180 337 Right57 Thru647 OutTotalIn395 704 1099 Left100 Thru355 TotalOutIn787 455 1242 Peak Hour Begins at 07:45 AM
Total Vehicles
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:15 AM 07:45 AM 03:00 PM
+0 mins.15 42 57 146 18 164 58 154 212
+15 mins.7 46 53 167 15 182 24 95 119
+30 mins.14 33 47 171 13 184 26 166 192
+45 mins.10 37 47 163 11 174 27 134 161
Total Volume 46 158 204 647 57 704 135 549 684
% App. Total 22.5 77.5 91.9 8.1 19.7 80.3
PHF .767 .859 .895 .946 .792 .957 .582 .827 .807
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 64 B-94
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 1
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
12:00 AM 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
01:00 AM 0 0 0 0 0 0 0 0 0 0
01:15 AM 0 0 0 0 0 0 0 0 0 0
01:30 AM 0 0 0 0 0 0 0 0 0 0
01:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
02:00 AM 0 0 0 0 0 0 0 0 0 0
02:15 AM 0 0 0 0 0 0 0 0 0 0
02:30 AM 0 0 0 0 0 0 0 0 0 0
02:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
03:00 AM 0 0 0 0 0 0 0 0 0 0
03:15 AM 0 0 0 0 0 0 0 0 0 0
03:30 AM 0 0 0 0 0 0 0 0 0 0
03:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
04:00 AM 0 0 0 0 0 0 0 0 0 0
04:15 AM 0 0 0 0 0 0 0 0 0 0
04:30 AM 0 0 0 0 0 0 0 0 0 0
04:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 AM 0 0 0 0 0 0 0 0 0 0
05:15 AM 0 0 0 0 0 0 0 0 0 0
05:30 AM 0 0 0 0 0 0 0 0 0 0
05:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
06:00 AM 0 0 0 0 0 0 1 0 1 1
06:15 AM 0 1 1 0 0 0 2 0 2 3
06:30 AM 0 0 0 0 0 0 1 1 2 2
06:45 AM 0 1 1 0 0 0 0 0 0 1
Total 0 2 2 0 0 0 4 1 5 7
07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 0 1 1
07:30 AM 0 3 3 0 0 0 1 0 1 4
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 3 3 0 0 0 2 0 2 5
08:00 AM 0 1 1 4 0 4 2 0 2 7
08:15 AM 0 1 1 0 0 0 3 0 3 4
08:30 AM 0 2 2 0 0 0 2 0 2 4
08:45 AM 0 1 1 0 2 2 1 1 2 5
Total 0 5 5 4 2 6 8 1 9 20
09:00 AM 0 2 2 0 0 0 2 0 2 4
09:15 AM 0 2 2 0 0 0 1 0 1 3
09:30 AM 0 0 0 0 1 1 3 0 3 4
09:45 AM 0 6 6 0 0 0 2 0 2 8
Total 0 10 10 0 1 1 8 0 8 19
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 65 B-95
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 2
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
10:00 AM 0 1 1 0 0 0 2 0 2 3
10:15 AM 0 2 2 0 0 0 0 0 0 2
10:30 AM 0 2 2 0 0 0 2 3 5 7
10:45 AM 0 2 2 0 1 1 2 1 3 6
Total 0 7 7 0 1 1 6 4 10 18
11:00 AM 0 0 0 0 0 0 0 1 1 1
11:15 AM 0 2 2 0 0 0 2 0 2 4
11:30 AM 0 0 0 0 0 0 2 1 3 3
11:45 AM 1 0 1 0 1 1 0 0 0 2
Total 1 2 3 0 1 1 4 2 6 10
12:00 PM 0 1 1 0 0 0 0 0 0 1
12:15 PM 0 2 2 0 0 0 1 0 1 3
12:30 PM 0 0 0 1 0 1 0 0 0 1
12:45 PM 0 0 0 1 0 1 3 0 3 4
Total 0 3 3 2 0 2 4 0 4 9
01:00 PM 0 0 0 0 0 0 1 0 1 1
01:15 PM 0 0 0 1 1 2 1 0 1 3
01:30 PM 0 0 0 0 0 0 0 0 0 0
01:45 PM 0 1 1 0 0 0 0 0 0 1
Total 0 1 1 1 1 2 2 0 2 5
02:00 PM 0 1 1 0 2 2 0 0 0 3
02:15 PM 0 1 1 0 0 0 1 0 1 2
02:30 PM 0 0 0 1 0 1 0 1 1 2
02:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 2 2 1 2 3 1 1 2 7
03:00 PM 0 0 0 1 0 1 0 0 0 1
03:15 PM 1 0 1 0 0 0 1 0 1 2
03:30 PM 0 0 0 0 0 0 0 0 0 0
03:45 PM 0 0 0 0 0 0 0 1 1 1
Total 1 0 1 1 0 1 1 1 2 4
04:00 PM 0 0 0 0 0 0 1 1 2 2
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 2 2 0 0 0 0 0 0 2
Total 0 2 2 0 1 1 1 1 2 5
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 1 1 0 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 2 0 2 2
Total 0 1 1 0 0 0 2 0 2 3
06:00 PM 0 0 0 0 0 0 1 0 1 1
06:15 PM 0 1 1 0 0 0 0 0 0 1
06:30 PM 3 1 4 0 0 0 3 0 3 7
06:45 PM 0 0 0 0 0 0 1 0 1 1
Total 3 2 5 0 0 0 5 0 5 10
07:00 PM 0 0 0 0 0 0 0 0 0 0
07:15 PM 0 0 0 0 0 0 1 0 1 1
07:30 PM 0 0 0 0 0 0 0 0 0 0
07:45 PM 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 0 1 1 2 2
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 66 B-96
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 3
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Groups Printed- Bicycles
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
08:00 PM 0 0 0 0 0 0 0 0 0 0
08:15 PM 0 1 1 0 0 0 0 0 0 1
08:30 PM 0 0 0 0 0 0 0 0 0 0
08:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 1 1 0 0 0 0 0 0 1
09:00 PM 0 0 0 0 0 0 0 0 0 0
09:15 PM 0 0 0 0 0 0 0 0 0 0
09:30 PM 0 0 0 0 0 0 0 0 0 0
09:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0
10:15 PM 0 0 0 0 0 0 0 0 0 0
10:30 PM 0 0 0 0 0 0 0 0 0 0
10:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 0 0 0 0 0 0 0 0
11:15 PM 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 5 41 46 9 9 18 49 12 61 125
Apprch %10.9 89.1 50 50 80.3 19.7
Total %4 32.8 36.8 7.2 7.2 14.4 39.2 9.6 48.8
Palos Verdes Drive East
Southbound
Palos Verdes Drive South
Westbound
Palos Verdes Drive South
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 1 1 4 0 4 2 0 2 7
08:15 AM 0 1 1 0 0 0 3 0 3 4
08:30 AM 0 2 2 0 0 0 2 0 2 4
08:45 AM 0 1 1 0 2 2 1 1 2 5
Total Volume 0 5 5 4 2 6 8 1 9 20
% App. Total 0 100 66.7 33.3 88.9 11.1
PHF .000 .625 .625 .250 .250 .375 .667 .250 .750 .714
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 67 B-97
File Name : RPVPVSPVE24HR
Site Code : 007
Start Date : 4/23/2014
Page No : 4
City of Ranchos Palos Verdes
N/S: Palos Verdes Drive East
E/W: Palos Verdes Drive South
Weather: Clear
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive South Right
5
Left
0
InOut Total
10 5 15 Right2 Thru4 OutTotalIn1 6 7 Left8 Thru1 TotalOutIn9 9 18 Peak Hour Begins at 08:00 AM
Bicycles
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
09:45 AM 08:00 AM 10:30 AM
+0 mins.0 6 6 4 0 4 2 3 5
+15 mins.0 1 1 0 0 0 2 1 3
+30 mins.0 2 2 0 0 0 0 1 1
+45 mins.0 2 2 0 2 2 2 0 2
Total Volume 0 11 11 4 2 6 6 5 11
% App. Total 0 100 66.7 33.3 54.5 45.5
PHF .000 .458 .458 .250 .250 .375 .750 .417 .550
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
A - 68 B-98
Location: Date: 4/23/2014
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Palos Verdes Drive East Palos Verdes Drive South Palos Verdes Drive East Palos Verdes Drive South
Pedestrians Pedestrians Pedestrians Pedestrians TOTAL
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
01 01
00 00
00 00
00 00
00 00
00 00
10 01
00 00
00 00
10 01
00 00
00 00
00 00
00 00
00 00
00 11
00 00
00 00
00 00
00 11
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
01 01
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
22026TOTAL VOLUMES:
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Rancho Palos Verdes
Palos Verdes Drive East
Palos Verdes Drive South
4:45 PM
5:00 PM
5:15 PM
5:30 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
12:00 AM
11:45 PM
12:15 AM
12:30 PM
12:45 PM
1:00 PM
12:30 AM
11:15 AM
11:30 AM
11:00 AM
11:45 AM
12:00 PM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
12:15 PM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
5:45 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
9:15 PM
9:30 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
11:00 PM
11:15 PM
11:30 PM
2:45 AM
3:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
8:30 PM
8:45 PM
9:00 PM
8:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268A - 69 B-99
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Wednesday
4/23/2014
Location:
Palos Verdes Drive South, between Hawthorne Blvd and Seacove Drive
4/23/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
0:00 8 0 0 0 5 0 0 0
0:15 6 0 0 0 3 0 0 0
0:30 4 0 0 0 9 0 0 0
0:45 3 0 0 0 6 0 0 0
1:00 0 0 0 0 2 0 0 0
1:15 2 0 0 0 2 0 0 0
1:30 2 0 0 0 3 0 0 0
1:45 2 0 0 0 1 0 0 0
2:00 1 0 0 0 1 0 0 0
2:15 3 0 0 0 2 0 0 0
2:30 2 0 0 0 1 0 0 0
2:45 2 0 0 0 1 0 0 0
3:00 2 0 0 0 2 0 0 0
3:15 5 0 0 0 3 0 0 0
3:30 4 0 0 0 2 1 0 0
3:45 3 0 0 0 6 0 0 0
4:00 0 0 0 0 2 0 0 0
4:15 4 0 0 0 6 0 0 0
4:30 2 0 0 0 4 0 0 0
4:45 4 0 0 0 10 0 0 0
5:00 5 0 0 0 9 1 0 0
5:15 10 0 0 0 12 1 0 0
5:30 12 0 0 0 16 0 0 2
5:45 19 2 0 0 24 1 0 0
6:00 16 1 0 0 29 1 0 2
6:15 21 2 0 0 35 2 0 1
6:30 34 3 0 0 56 1 0 0
6:45 31 0 0 0 91 3 0 0
7:00 33 2 0 0 83 1 0 1
7:15 53 3 1 0 117 3 0 1
7:30 69 3 0 0 141 5 0 1
7:45 87 5 0 0 134 2 0 2
8:00 89 5 2 0 201 3 0 2
8:15 100 5 0 1 218 2 2 1
8:30 126 0 6 1 222 3 0 2
8:45 112 3 1 2 127 0 0 6
9:00 108 1 0 2 160 5 0 2
9:15 76 3 0 5 188 2 1 1
9:30 103 1 0 0 134 3 1 4
9:45 99 2 0 3 85 2 2 1
10:00 74 1 0 3 85 3 0 7
10:15 69 1 0 2 94 1 1 1
10:30 81 3 0 3 97 1 4 2
10:45 63 2 0 0 89 1 0 2
11:00 89 0 0 0 82 0 0 2
11:15 96 0 0 3 94 2 0 0
11:30 102 3 0 0 92 3 3 2
11:45 94 6 0 2 103 2 0 0
EB WB
A - 70 B-100
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Wednesday
4/23/2014
Location:
Palos Verdes Drive South, between Hawthorne Blvd and Seacove Drive
4/23/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
EB WB
12:00 83 0 1 1 74 0 0 0
12:15 95 3 0 3 95 3 0 3
12:30 91 4 0 7 91 3 0 3
12:45 128 0 0 2 98 1 0 1
13:00 108 1 0 2 81 2 0 4
13:15 115 3 0 2 96 1 0 0
13:30 91 4 1 2 108 2 0 2
13:45 88 0 0 0 90 2 0 2
14:00 100 1 1 0 113 1 0 1
14:15 118 2 0 1 105 0 0 4
14:30 109 2 0 0 139 3 0 2
14:45 186 3 0 2 134 1 0 0
15:00 196 4 0 1 127 2 0 2
15:15 179 2 2 0 107 5 0 0
15:30 192 3 0 0 112 1 0 0
15:45 160 2 4 2 101 1 0 1
16:00 143 4 0 0 109 2 0 0
16:15 153 5 3 0 86 0 0 0
16:30 163 0 0 0 102 1 0 0
16:45 161 1 2 2 107 1 0 0
17:00 143 2 0 1 123 0 0 0
17:15 160 3 0 1 95 1 0 0
17:30 191 1 4 2 123 2 0 0
17:45 185 0 0 1 104 1 0 1
18:00 183 0 0 0 124 1 0 0
18:15 192 2 0 2 142 1 0 0
18:30 117 0 1 1 82 0 0 0
18:45 148 0 2 1 113 0 0 0
19:00 138 0 3 2 98 0 0 2
19:15 106 0 3 0 95 0 0 0
19:30 127 0 2 1 83 0 0 0
19:45 80 1 0 2 88 0 0 0
20:00 82 0 1 1 92 0 0 0
20:15 79 1 1 0 64 0 0 0
20:30 57 0 0 0 65 1 0 0
20:45 58 0 0 1 49 0 0 0
21:00 62 0 0 0 68 0 0 0
21:15 64 2 0 0 62 0 0 0
21:30 60 0 0 0 36 0 0 0
21:45 46 0 0 0 31 0 0 0
22:00 36 0 0 0 26 1 0 0
22:15 34 0 0 0 24 0 0 0
22:30 24 0 0 0 22 0 0 0
22:45 29 0 0 0 14 1 0 0
23:00 18 0 0 0 23 0 0 0
23:15 17 0 0 0 6 0 0 0
23:30 8 0 0 0 16 0 0 0
23:45 7 0 0 0 9 0 0 0
TOTAL 7040 113 41 70 6841 96 14 73
A - 71 B-101
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Wednesday
4/23/2014
Location:
Palos Verdes Drive South, between Narcissa Drive and Peppertree Drive
4/23/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
0:00 5 0 0 0 10 0 0 0
0:15 9 0 0 0 5 0 0 0
0:30 1 0 0 0 7 0 0 0
0:45 6 0 0 0 6 0 0 0
1:00 1 0 0 0 4 0 0 0
1:15 2 0 0 0 0 0 0 0
1:30 8 0 0 0 0 0 0 0
1:45 0 0 0 0 2 0 0 0
2:00 2 0 0 0 0 0 0 0
2:15 1 0 0 0 4 0 0 0
2:30 2 0 0 0 2 0 0 0
2:45 2 0 0 0 2 0 0 0
3:00 1 0 0 0 2 0 0 0
3:15 2 0 0 0 5 1 0 0
3:30 4 0 0 0 0 0 0 0
3:45 2 0 0 0 4 0 0 0
4:00 1 0 0 0 1 0 0 0
4:15 1 0 0 0 6 0 0 0
4:30 1 0 0 0 4 0 0 0
4:45 3 0 0 0 14 0 0 0
5:00 10 0 0 0 10 0 0 0
5:15 17 0 0 0 10 0 0 0
5:30 7 0 0 2 20 1 0 0
5:45 28 0 0 1 32 0 0 0
6:00 20 1 1 0 30 1 0 0
6:15 17 0 0 0 27 1 0 0
6:30 29 4 0 2 65 1 0 0
6:45 28 1 0 0 92 5 0 0
7:00 48 0 0 1 96 2 0 0
7:15 47 3 0 1 122 3 0 0
7:30 67 2 0 0 133 4 0 0
7:45 84 3 0 1 151 1 0 0
8:00 82 0 0 2 178 3 0 0
8:15 87 5 0 3 217 2 0 1
8:30 86 4 0 2 209 3 0 0
8:45 80 0 0 2 137 0 0 0
9:00 99 1 0 7 147 3 1 2
9:15 64 2 0 4 181 6 0 3
9:30 89 1 0 1 105 6 0 2
9:45 87 1 1 4 64 1 0 1
10:00 56 0 1 0 73 3 1 4
10:15 59 2 2 4 94 1 0 3
10:30 61 1 0 4 75 1 0 1
10:45 50 3 0 1 71 1 0 2
11:00 62 3 0 0 59 0 0 0
11:15 59 2 0 5 78 2 0 1
11:30 79 1 0 0 76 2 0 2
11:45 87 1 0 1 97 3 0 0
EB WB
A - 72 B-102
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Wednesday
4/23/2014
Location:
Palos Verdes Drive South, between Narcissa Drive and Peppertree Drive
4/23/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
EB WB
12:00 81 2 0 1 71 0 0 1
12:15 71 1 0 2 83 4 0 0
12:30 73 3 0 3 72 7 0 1
12:45 98 2 0 4 78 2 0 0
13:00 91 1 1 0 73 1 0 0
13:15 91 3 0 3 80 2 0 1
13:30 94 2 0 2 111 2 0 3
13:45 74 1 0 1 77 1 0 2
14:00 75 3 0 0 91 1 0 0
14:15 88 1 0 0 95 0 0 2
14:30 92 1 0 0 113 4 0 1
14:45 154 6 0 0 116 0 0 0
15:00 179 4 0 0 107 5 0 1
15:15 150 6 1 2 103 2 0 1
15:30 170 2 0 0 115 1 0 0
15:45 141 2 0 0 93 2 0 0
16:00 115 1 0 1 95 1 0 0
16:15 137 2 0 0 79 1 0 0
16:30 126 2 0 0 99 3 0 0
16:45 128 0 0 1 82 2 0 0
17:00 132 0 0 0 87 1 0 0
17:15 132 3 1 1 87 2 0 0
17:30 127 0 0 0 117 0 0 0
17:45 151 0 0 0 83 0 0 2
18:00 132 0 0 1 104 0 0 0
18:15 111 0 1 0 111 0 0 1
18:30 97 0 0 3 96 0 0 3
18:45 90 0 0 1 97 0 0 0
19:00 87 1 0 1 68 0 0 0
19:15 65 0 0 0 76 0 0 0
19:30 85 0 0 1 68 0 0 0
19:45 64 1 0 0 59 0 0 0
20:00 68 0 0 0 63 0 0 0
20:15 53 0 0 0 51 0 0 0
20:30 50 0 0 0 44 0 0 0
20:45 42 0 0 0 21 0 0 0
21:00 44 0 0 1 40 0 0 0
21:15 60 0 0 0 37 0 0 0
21:30 55 0 0 0 34 0 0 0
21:45 37 0 0 0 21 0 0 0
22:00 28 0 0 0 26 0 0 0
22:15 43 0 0 0 24 1 0 0
22:30 30 0 0 0 17 0 0 0
22:45 28 0 0 0 19 0 0 0
23:00 23 0 0 0 22 0 0 0
23:15 19 0 0 0 7 0 0 0
23:30 7 0 0 0 15 0 0 0
23:45 8 0 0 0 5 0 0 0
TOTAL 5739 91 9 77 6059 102 2 41
A - 73 B-103
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Wednesday
4/23/2014
Location:
Palos Verdes Drive South, West of Forrestal Drive / Trump International Drive
4/23/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
0:00 8 0 0 0 10 0 0 0
0:15 8 0 0 0 7 0 0 0
0:30 2 0 0 0 9 0 0 0
0:45 6 1 0 0 6 0 0 0
1:00 3 0 0 0 3 0 0 0
1:15 1 0 0 0 1 0 0 0
1:30 10 0 0 0 0 0 0 0
1:45 0 0 0 0 2 0 0 0
2:00 1 0 0 0 3 0 0 0
2:15 1 0 0 0 1 0 0 0
2:30 1 0 0 0 3 0 0 0
2:45 2 0 0 0 3 0 0 0
3:00 1 0 0 0 1 0 0 0
3:15 2 0 0 0 4 1 0 0
3:30 5 0 0 0 2 0 0 0
3:45 2 0 0 0 3 0 0 0
4:00 0 0 0 0 3 0 0 0
4:15 1 0 0 0 5 0 0 0
4:30 3 0 0 0 8 0 0 0
4:45 4 0 0 0 9 1 0 0
5:00 9 0 0 0 10 1 0 0
5:15 18 0 0 0 12 0 0 0
5:30 11 0 0 0 26 1 0 0
5:45 34 0 0 2 31 0 0 2
6:00 24 1 1 4 24 2 0 0
6:15 22 0 1 0 36 1 0 1
6:30 34 4 0 1 71 4 0 0
6:45 34 1 0 0 92 3 0 0
7:00 51 0 0 1 98 6 0 0
7:15 58 2 1 0 136 4 0 0
7:30 68 1 0 1 132 2 0 0
7:45 48 4 0 0 66 1 0 0
8:00 74 0 0 3 186 2 0 0
8:15 69 4 0 0 191 3 0 0
8:30 72 5 0 3 162 4 0 0
8:45 95 0 0 1 144 1 0 0
9:00 87 0 0 3 146 3 0 0
9:15 66 2 0 3 132 4 0 2
9:30 78 0 0 0 93 5 0 1
9:45 80 1 1 1 63 5 0 9
10:00 54 0 0 2 84 3 0 3
10:15 58 2 2 3 81 4 0 1
10:30 54 2 1 2 91 3 0 2
10:45 55 6 0 0 67 1 0 1
11:00 81 5 0 0 78 2 0 0
11:15 77 0 3 6 75 0 0 1
11:30 74 1 0 0 85 4 0 0
11:45 92 0 0 1 76 4 0 1
EB WB
A - 74 B-104
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Wednesday
4/23/2014
Location:
Palos Verdes Drive South, West of Forrestal Drive / Trump International Drive
4/23/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
EB WB
12:00 78 1 0 2 72 1 0 2
12:15 68 2 0 2 84 2 0 0
12:30 76 3 1 0 83 1 1 2
12:45 80 4 3 5 67 2 1 2
13:00 56 1 0 2 33 0 0 0
13:15 86 3 0 2 79 3 0 2
13:30 48 0 2 3 60 1 0 0
13:45 54 1 0 0 82 1 0 0
14:00 12 0 0 0 14 0 0 0
14:15 24 0 0 0 36 1 0 0
14:30 77 0 0 1 105 1 0 0
14:45 144 6 0 0 109 2 0 0
15:00 146 4 0 0 89 4 0 0
15:15 127 0 0 0 97 0 0 0
15:30 159 4 0 1 108 0 0 0
15:45 87 3 0 1 69 1 0 0
16:00 123 3 0 0 82 0 0 0
16:15 141 3 0 0 94 4 0 0
16:30 123 4 1 0 113 0 0 0
16:45 150 1 1 1 87 3 0 0
17:00 144 1 1 0 83 1 0 0
17:15 136 2 0 1 113 1 0 0
17:30 123 0 0 2 118 0 0 0
17:45 148 0 0 0 109 0 0 0
18:00 126 0 0 1 94 0 0 0
18:15 110 1 0 0 122 0 0 1
18:30 94 0 0 5 103 0 0 2
18:45 86 0 0 2 97 0 0 0
19:00 93 1 0 2 85 0 0 0
19:15 63 0 0 0 86 0 0 0
19:30 90 0 0 1 70 0 0 0
19:45 62 1 0 0 60 0 0 0
20:00 68 0 0 0 79 0 0 0
20:15 53 0 0 0 68 0 0 0
20:30 54 0 0 0 38 0 0 0
20:45 42 0 0 0 26 0 0 0
21:00 12 0 0 0 8 0 0 0
21:15 3 0 0 0 2 0 0 0
21:30 4 0 0 0 2 0 0 0
21:45 6 0 0 0 10 0 0 0
22:00 26 0 0 0 27 0 0 0
22:15 43 0 0 0 24 1 0 0
22:30 27 0 0 0 19 0 0 0
22:45 33 0 0 0 19 0 0 0
23:00 23 0 0 0 19 0 0 0
23:15 17 0 0 0 15 0 0 0
23:30 9 0 0 0 11 0 0 0
23:45 7 0 0 0 7 0 0 0
TOTAL 5199 91 19 71 5648 105 2 35
A - 75 B-105
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Saturday
4/26/2014
Location:
Palos Verdes Drive South, West of Forrestal Drive / Trump International Drive
4/26/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
0:00 6 0 0 0 8 0 0 0
0:15 8 0 0 0 8 0 0 0
0:30 4 0 0 0 11 0 0 0
0:45 3 0 0 0 7 0 0 0
1:00 8 0 0 0 8 0 0 0
1:15 7 0 0 0 6 0 0 0
1:30 7 0 0 0 10 0 0 0
1:45 10 0 0 0 1 0 0 0
2:00 3 0 0 0 5 0 0 0
2:15 4 0 0 0 5 1 0 0
2:30 1 0 0 0 6 0 0 0
2:45 1 1 0 0 5 0 0 0
3:00 2 0 0 0 2 0 0 0
3:15 1 0 0 0 3 0 0 0
3:30 1 0 0 0 5 0 0 0
3:45 1 0 0 0 2 0 0 0
4:00 2 0 0 0 3 0 0 0
4:15 0 0 0 0 3 0 0 0
4:30 3 0 0 0 5 0 0 0
4:45 3 0 0 0 11 1 0 0
5:00 5 0 0 0 8 0 0 0
5:15 7 0 0 0 10 0 0 0
5:30 9 0 0 0 23 0 0 0
5:45 8 0 0 0 21 0 0 0
6:00 8 0 0 0 8 0 0 0
6:15 15 0 0 0 15 0 0 0
6:30 32 0 0 0 32 0 0 0
6:45 43 0 0 0 45 1 0 0
7:00 46 0 0 0 49 0 0 0
7:15 54 0 0 2 58 2 0 0
7:30 38 1 0 2 77 3 0 0
7:45 57 0 0 1 65 0 0 1
8:00 41 1 0 3 61 0 0 1
8:15 39 0 0 3 66 2 0 0
8:30 64 1 2 26 90 0 0 10
8:45 73 0 0 2 124 2 0 4
9:00 70 0 0 4 93 2 0 11
9:15 89 2 0 8 96 1 0 7
9:30 67 1 0 3 106 0 0 0
9:45 95 0 0 8 103 0 0 5
10:00 77 1 0 4 97 0 0 6
10:15 105 1 0 12 99 1 0 2
10:30 109 1 0 2 105 3 0 3
10:45 113 1 0 9 111 0 0 0
11:00 91 2 0 8 126 0 1 1
11:15 108 1 0 0 114 3 0 0
11:30 104 0 0 2 123 1 0 6
11:45 124 2 0 1 114 1 0 0
EB WB
A - 76 B-106
Rancho Palos Verdes
Vehicle, Ped, Bike Counts
Saturday
4/26/2014
Location:
Palos Verdes Drive South, West of Forrestal Drive / Trump International Drive
4/26/2014 Vehicles Trucks Peds Bicycles Vehicles Trucks Peds Bicycles
EB WB
12:00 135 0 0 3 115 1 0 0
12:15 116 1 0 3 101 0 0 1
12:30 122 0 0 1 117 0 0 5
12:45 108 0 2 1 106 1 0 1
13:00 108 2 0 0 129 1 0 1
13:15 113 2 0 4 140 0 0 0
13:30 114 2 0 1 159 0 0 1
13:45 113 6 0 2 136 1 0 0
14:00 152 1 0 0 136 0 0 1
14:15 136 0 0 0 110 0 0 2
14:30 130 0 2 1 119 0 0 0
14:45 121 0 0 1 121 1 0 0
15:00 133 0 0 2 136 0 0 0
15:15 127 3 0 1 132 0 0 1
15:30 135 0 0 0 146 0 0 1
15:45 143 3 0 1 111 0 0 0
16:00 136 0 0 0 113 0 0 0
16:15 153 1 0 1 143 0 0 2
16:30 149 0 0 0 117 3 0 0
16:45 125 0 0 2 121 0 0 0
17:00 151 2 0 0 123 0 0 0
17:15 136 2 0 1 123 2 0 0
17:30 128 1 0 0 96 0 1 0
17:45 104 2 0 6 101 0 0 1
18:00 107 1 0 0 116 0 0 0
18:15 99 1 0 0 113 0 0 1
18:30 112 0 0 1 89 0 0 0
18:45 105 0 0 0 89 0 0 0
19:00 94 0 0 2 64 0 0 0
19:15 86 1 0 0 78 0 0 0
19:30 72 0 0 0 64 0 0 0
19:45 85 1 0 1 51 0 0 0
20:00 74 0 0 0 46 0 0 0
20:15 72 0 0 0 49 0 0 0
20:30 51 1 0 1 43 0 0 0
20:45 50 1 0 0 45 0 0 0
21:00 52 0 0 0 38 0 0 0
21:15 47 1 0 0 35 1 0 0
21:30 49 0 0 0 34 0 0 0
21:45 44 0 0 0 41 0 0 0
22:00 55 0 0 0 37 0 0 0
22:15 46 0 0 0 39 0 0 0
22:30 45 0 0 0 36 0 0 0
22:45 79 0 0 0 37 0 0 0
23:00 44 0 0 0 29 0 0 0
23:15 39 0 0 0 24 0 0 0
23:30 41 0 0 0 16 0 0 0
23:45 21 0 0 0 24 0 0 0
TOTAL 6423 51 6 136 6341 35 2 75
A - 77 B-107
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
AATTTTAACCHHMMEENNTT BB
Traffic Collision Diagrams
&
Source Traffic Collision Summary Sheets
B-108
B-109
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-1
B-110
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-2
B-111
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-3
B-112
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-4
B-113
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-5
B-114
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-6
B-115
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-7
B-116
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-8
B-117
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
INTERSECTION TRAFFIC COLLISIONS
EXHIBIT B-9
B-118
B - 10
B-119
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
AATTTTAACCHHMMEENNTT CC
Traffic Signal Warrant Analysis Sheets
B-120
B-121
Palos Verdes Drive South at Lower Point Vicente Park Entrance
Signal Warrant Analysis
Prepared by Willdan Engineering
Study Date : 07/10/14
Page No. : 1Signal Warrants - Summary
Major Street Approaches Minor Street Approaches
Eastbound: Palos Verdes Dr S
Number of Lanes: 2
85% Speed > 40 MPH.
Total Approach Volume: 7,348
Northbound: Point Vicente
Number of Lanes: 1
Total Approach Volume: 451
Westbound: Palos Verdes Dr S
Number of Lanes: 2
85% Speed > 40 MPH.
Total Approach Volume: 7,420
Warrant Summary (Rural values apply.)
Warrant 1 - Eight Hour Vehicular Volumes ...........................................................................................................................Not Satisfied
Warrant 1A - Minimum Vehicular Volume .........................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 1B - Interruption of Continuous Traffic ..............................................................................Not Satisfied
Required volumes reached for 1 hours, 8 are needed
Warrant 1 A&B - Combination of Warrants ......................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 2 - Four Hour Volumes .............................................................................................................................................Not Satisfied
Number of hours (0) volumes exceed minimum < minimum required (4).
Warrant 3 - Peak Hour .............................................................................................................................................................Not Satisfied
Warrant 3A - Peak Hour Delay ...........................................................................................................Not Satisfied
Approach volumes on minor street don't exceed minimums for any hour. Delay data not evaluated.
Warrant 3B - Peak Hour Volumes ......................................................................................................Not Satisfied
Volumes do not exceed minimums for any hour.
Warrant 4 - Pedestrian Volumes ............................................................................................................................................Not Evaluated
Warrant 5 - School Crossing ..................................................................................................................................................Not Evaluated
Warrant 6 - Coordinated Signal System ................................................................................................................................Not Evaluated
Warrant 7 - Crash Experience ................................................................................................................................................Not Evaluated
Warrant 8 - Roadway Network ...............................................................................................................................................Not Evaluated
Warrant 9 - Intersection Near a Grade Crossing ..................................................................................................................Not Evaluated
C - 1 B-122
Palos Verdes Drive South at Lower Point Vicente Park Entrance
Signal Warrant Analysis
Prepared by Willdan Engineering
Study Date : 07/10/14
Page No. : 2Signal Warrants - Summary
200 400 600 800 1000 1200 1400 1600 1800 0
100
200
300
400
500
600
700
Major Street - Total of Both Directions (VPH)Minor Street - Higher Volume Approach (VPH)Warrant Curves
Peak Hour Warrant
Four Hour Warrant
[Rural, 2+ major lanes and 1 minor lane curves used]
08:1508:00
14:4507:4515:0014:3008:3017:1517:3015:1517:0014:15
07:30
17:4515:3016:4516:3018:0008:45
Analysis of 8-Hour Volume Warrants:
War 1A-Minimum Volume War 1B-Interruption of Traffic War 1C-Combination of Warrants
Hour Major Minor Maj Min Hour Major Minor Maj Min Hour Major Minor Maj Min
Begin Total Vol Dir 420 105 Begin Total Vol Dir 630 53 Begin Total Vol Dir 504 84
08:15 1,346 18 NB Yes No 11:15 810 56 NB Yes Yes 08:15 1,346 18 NB Yes No
08:00 1,344 15 NB Yes No 08:15 1,346 18 NB Yes No 08:00 1,344 15 NB Yes No
14:45 1,318 36 NB Yes No 08:00 1,344 15 NB Yes No 14:45 1,318 36 NB Yes No
07:45 1,303 17 NB Yes No 14:45 1,318 36 NB Yes No 07:45 1,303 17 NB Yes No
15:00 1,276 34 NB Yes No 07:45 1,303 17 NB Yes No 15:00 1,276 34 NB Yes No
14:30 1,258 38 NB Yes No 15:00 1,276 34 NB Yes No 14:30 1,258 38 NB Yes No
08:30 1,231 23 NB Yes No 14:30 1,258 38 NB Yes No 08:30 1,231 23 NB Yes No
17:15 1,225 40 NB Yes No 08:30 1,231 23 NB Yes No 17:15 1,225 40 NB Yes No
17:30 1,212 35 NB Yes No 17:15 1,225 40 NB Yes No 17:30 1,212 35 NB Yes No
15:15 1,209 32 NB Yes No 17:30 1,212 35 NB Yes No 15:15 1,209 32 NB Yes No
17:00 1,192 42 NB Yes No 15:15 1,209 32 NB Yes No 17:00 1,192 42 NB Yes No
14:15 1,167 49 NB Yes No 17:00 1,192 42 NB Yes No 14:15 1,167 49 NB Yes No
07:30 1,162 12 NB Yes No 14:15 1,167 49 NB Yes No 07:30 1,162 12 NB Yes No
17:45 1,155 38 NB Yes No 07:30 1,162 12 NB Yes No 17:45 1,155 38 NB Yes No
15:30 1,152 33 NB Yes No 17:45 1,155 38 NB Yes No 15:30 1,152 33 NB Yes No
16:45 1,133 47 NB Yes No 15:30 1,152 33 NB Yes No 16:45 1,133 47 NB Yes No
16:30 1,113 51 NB Yes No 16:45 1,133 47 NB Yes No 16:30 1,113 51 NB Yes No
18:00 1,112 33 NB Yes No 16:30 1,113 51 NB Yes No 18:00 1,112 33 NB Yes No
08:45 1,106 20 NB Yes No 18:00 1,112 33 NB Yes No 08:45 1,106 20 NB Yes No
15:45 1,096 32 NB Yes No 08:45 1,106 20 NB Yes No 15:45 1,096 32 NB Yes No
16:00 1,094 40 NB Yes No 15:45 1,096 32 NB Yes No 16:00 1,094 40 NB Yes No
16:15 1,068 48 NB Yes No 16:00 1,094 40 NB Yes No 16:15 1,068 48 NB Yes No
18:15 1,058 24 NB Yes No 16:15 1,068 48 NB Yes No 18:15 1,058 24 NB Yes No
14:00 1,047 51 NB Yes No 18:15 1,058 24 NB Yes No 14:00 1,047 51 NB Yes No
C - 2 B-123
Palos Verdes Drive South at Forrestal Drive
Signal Warrant Analysis
Prepared by Willdan Engineering
Study Date : 07/10/14
Page No. : 1Signal Warrants - Summary
Major Street Approaches Minor Street Approaches
Eastbound: Palos Verdes Dr S
Number of Lanes: 1
85% Speed > 40 MPH.
Total Approach Volume: 6,385
Northbound: Trump International Dr
Number of Lanes: 2
Total Approach Volume: 601
Westbound: Palos Verdes Dr S
Number of Lanes: 1
85% Speed > 40 MPH.
Total Approach Volume: 6,686
Southbound: Forrestal Dr
Number of Lanes: 2
Total Approach Volume: 687
Warrant Summary (Rural values apply.)
Warrant 1 - Eight Hour Vehicular Volumes ...........................................................................................................................Not Satisfied
Warrant 1A - Minimum Vehicular Volume .........................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 1B - Interruption of Continuous Traffic ..............................................................................Not Satisfied
Required volumes reached for 4 hours, 8 are needed
Warrant 1 A&B - Combination of Warrants ......................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 2 - Four Hour Volumes .............................................................................................................................................Not Satisfied
Number of hours (1) volumes exceed minimum < minimum required (4).
Warrant 3 - Peak Hour .............................................................................................................................................................Not Satisfied
Warrant 3A - Peak Hour Delay ...........................................................................................................Not Satisfied
Approach volumes on minor street don't exceed minimums for any hour. Delay data not evaluated.
Warrant 3B - Peak Hour Volumes ......................................................................................................Not Satisfied
Volumes do not exceed minimums for any hour.
Warrant 4 - Pedestrian Volumes ............................................................................................................................................Not Evaluated
Warrant 5 - School Crossing ..................................................................................................................................................Not Evaluated
Warrant 6 - Coordinated Signal System ................................................................................................................................Not Evaluated
Warrant 7 - Crash Experience ................................................................................................................................................Not Evaluated
Warrant 8 - Roadway Network ...............................................................................................................................................Not Evaluated
Warrant 9 - Intersection Near a Grade Crossing ..................................................................................................................Not Evaluated
C - 3 B-124
Palos Verdes Drive South at Forrestal Drive
Signal Warrant Analysis
Prepared by Willdan Engineering
Study Date : 07/10/14
Page No. : 2Signal Warrants - Summary
200 400 600 800 1000 1200 1400 1600 1800 0
100
200
300
400
500
600
700
Major Street - Total of Both Directions (VPH)Minor Street - Higher Volume Approach (VPH)Warrant Curves
Peak Hour Warrant
Four Hour Warrant
[Rural, 1 major lane and 2+ minor lane curves used]
07:4508:0008:15
14:4515:0007:30
15:15
08:3014:3015:3017:1517:3017:00
17:45
16:4507:1515:45
14:1508:45
Analysis of 8-Hour Volume Warrants:
War 1A-Minimum Volume War 1B-Interruption of Traffic War 1C-Combination of Warrants
Hour Major Minor Maj Min Hour Major Minor Maj Min Hour Major Minor Maj Min
Begin Total Vol Dir 350 140 Begin Total Vol Dir 525 70 Begin Total Vol Dir 420 112
07:45 1,201 74 SB Yes No 07:45 1,201 74 SB Yes Yes 07:45 1,201 74 SB Yes No
08:00 1,170 70 SB Yes No 18:00 938 90 NB Yes Yes 08:00 1,170 70 SB Yes No
08:15 1,131 77 SB Yes No 14:00 875 78 NB Yes Yes 08:15 1,131 77 SB Yes No
14:45 1,130 49 NB Yes No 19:00 651 73 NB Yes Yes 14:45 1,130 49 NB Yes No
15:00 1,112 49 SB Yes No 15:00 1,112 49 SB Yes No 15:00 1,112 49 SB Yes No
07:30 1,105 68 SB Yes No 07:30 1,105 68 SB Yes No 07:30 1,105 68 SB Yes No
15:15 1,075 46 SB Yes No 15:15 1,075 46 SB Yes No 15:15 1,075 46 SB Yes No
08:30 1,075 71 SB Yes No 15:30 1,050 46 SB Yes No 08:30 1,075 71 SB Yes No
14:30 1,058 58 NB Yes No 17:15 1,039 53 SB Yes No 14:30 1,058 58 NB Yes No
15:30 1,050 46 SB Yes No 17:30 1,031 53 SB Yes No 15:30 1,050 46 SB Yes No
17:15 1,039 53 SB Yes No 17:00 1,010 41 SB Yes No 17:15 1,039 53 SB Yes No
17:30 1,031 53 SB Yes No 17:45 993 69 NB Yes No 17:30 1,031 53 SB Yes No
17:00 1,010 41 SB Yes No 16:45 987 40 SB Yes No 17:00 1,010 41 SB Yes No
17:45 993 69 NB Yes No 07:15 987 59 SB Yes No 17:45 993 69 NB Yes No
16:45 987 40 SB Yes No 15:45 986 40 SB Yes No 16:45 987 40 SB Yes No
07:15 987 59 SB Yes No 08:45 981 60 SB Yes No 07:15 987 59 SB Yes No
15:45 986 40 SB Yes No 16:00 978 37 SB Yes No 15:45 986 40 SB Yes No
14:15 981 72 NB Yes No 16:30 973 33 SB Yes No 14:15 981 72 NB Yes No
08:45 981 60 SB Yes No 16:15 957 37 SB Yes No 08:45 981 60 SB Yes No
16:00 978 37 SB Yes No 09:00 912 60 SB Yes No 16:00 978 37 SB Yes No
16:30 973 33 SB Yes No 07:00 861 57 SB Yes No 16:30 973 33 SB Yes No
16:15 957 37 SB Yes No 09:15 820 52 SB Yes No 16:15 957 37 SB Yes No
18:00 938 90 NB Yes No 13:45 769 67 NB Yes No 18:00 938 90 NB Yes No
09:00 912 60 SB Yes No 09:30 745 45 SB Yes No 09:00 912 60 SB Yes No
C - 4 B-125
Palos Verdes Drive South at Palos Verdes Drive East
Signal Warrant Analysis
Prepared by Willdan Engineering
Study Date : 07/10/14
Page No. : 1Signal Warrants - Summary
Major Street Approaches Minor Street Approaches
Eastbound: Palos Verdes Drive S
Number of Lanes: 2
85% Speed > 40 MPH.
Total Approach Volume: 6,931
Westbound: Palos Verdes Drive S
Number of Lanes: 2
85% Speed > 40 MPH.
Total Approach Volume: 6,500
Southbound: Palos Verdes Drive E
Number of Lanes: 2
Total Approach Volume: 1,473
Warrant Summary (Rural values apply.)
Warrant 1 - Eight Hour Vehicular Volumes ...........................................................................................................................Satisfied
Warrant 1A - Minimum Vehicular Volume .........................................................................................Not Satisfied
Required volumes reached for 3 hours, 8 are needed
Warrant 1B - Interruption of Continuous Traffic ..............................................................................Satisfied
Required volumes reached for 12 hours, 8 are needed
Warrant 1 A&B - Combination of Warrants ......................................................................................Not Satisfied
Required volumes reached for 6 hours, 8 are needed
Warrant 2 - Four Hour Volumes .............................................................................................................................................Satisfied
Number of hours (7) volumes exceed minimum >= minimum required (4).
Warrant 3 - Peak Hour .............................................................................................................................................................Satisfied
Warrant 3A - Peak Hour Delay ...........................................................................................................Satisfied
Number of hours (5) volumes exceed minimum >= required (1). Delay data not evaluated.
Warrant 3B - Peak Hour Volumes ......................................................................................................Satisfied
Volumes exceed minimums for at least one hour.
Warrant 4 - Pedestrian Volumes ............................................................................................................................................Not Evaluated
Warrant 5 - School Crossing ..................................................................................................................................................Not Evaluated
Warrant 6 - Coordinated Signal System ................................................................................................................................Not Evaluated
Warrant 7 - Crash Experience ................................................................................................................................................Not Evaluated
Warrant 8 - Roadway Network ...............................................................................................................................................Not Evaluated
Warrant 9 - Intersection Near a Grade Crossing ..................................................................................................................Not Evaluated
C - 5 B-126
Palos Verdes Drive South at Palos Verdes Drive East
Signal Warrant Analysis
Prepared by Willdan Engineering
Study Date : 07/10/14
Page No. : 2Signal Warrants - Summary
200 400 600 800 1000 1200 1400 1600 1800 0
100
200
300
400
500
600
700
Major Street - Total of Both Directions (VPH)Minor Street - Higher Volume Approach (VPH)Warrant Curves
Peak Hour Warrant
Four Hour Warrant
[Rural, 2+ major lanes and 2+ minor lanes curves used]
07:3014:30
08:30
15:3015:4517:0016:3016:1516:4516:0014:1517:1507:15
17:30
07:00
17:4514:0018:0018:15
Analysis of 8-Hour Volume Warrants:
War 1A-Minimum Volume War 1B-Interruption of Traffic War 1C-Combination of Warrants
Hour Major Minor Maj Min Hour Major Minor Maj Min Hour Major Minor Maj Min
Begin Total Vol Dir 420 140 Begin Total Vol Dir 630 70 Begin Total Vol Dir 504 112
07:30 1,112 142 SB Yes Yes 08:00 1,122 199 SB Yes Yes 07:30 1,112 142 SB Yes Yes
14:30 1,039 143 SB Yes Yes 15:00 1,117 149 SB Yes Yes 16:15 1,044 116 SB Yes Yes
08:30 1,022 184 SB Yes Yes 17:00 1,071 116 SB Yes Yes 15:15 1,041 122 SB Yes Yes
15:30 1,117 123 SB Yes No 16:00 1,042 113 SB Yes Yes 14:15 1,039 131 SB Yes Yes
15:45 1,076 115 SB Yes No 07:00 911 76 SB Yes Yes 17:15 1,033 116 SB Yes Yes
17:00 1,071 116 SB Yes No 09:00 893 121 SB Yes Yes 08:30 1,022 184 SB Yes Yes
16:30 1,067 101 SB Yes No 14:00 870 94 SB Yes Yes 07:15 1,033 100 SB Yes No
16:15 1,044 116 SB Yes No 18:00 853 99 SB Yes Yes 07:00 911 76 SB Yes No
16:45 1,042 114 SB Yes No 13:00 823 88 SB Yes Yes 14:00 870 94 SB Yes No
16:00 1,042 113 SB Yes No 11:00 744 74 SB Yes Yes 18:15 843 88 SB Yes No
14:15 1,039 131 SB Yes No 12:00 708 70 SB Yes Yes 13:45 843 98 SB Yes No
17:15 1,033 116 SB Yes No 10:00 693 94 SB Yes Yes 13:00 823 88 SB Yes No
07:15 1,033 100 SB Yes No 06:45 791 56 SB Yes No 13:30 799 85 SB Yes No
17:30 941 126 SB Yes No 06:30 678 55 SB Yes No 18:30 792 80 SB Yes No
07:00 911 76 SB Yes No 19:00 659 56 SB Yes No 13:15 791 88 SB Yes No
17:45 907 110 SB Yes No 06:15 532 48 SB No No 06:45 791 56 SB Yes No
14:00 870 94 SB Yes No 19:15 504 41 SB No No 09:30 786 86 SB Yes No
18:00 853 99 SB Yes No 19:30 484 37 SB No No 11:30 768 75 SB Yes No
18:15 843 88 SB Yes No 19:45 443 37 SB No No 11:15 757 76 SB Yes No
13:45 843 98 SB Yes No 06:00 424 33 SB No No 12:45 748 78 SB Yes No
13:00 823 88 SB Yes No 20:15 412 38 SB No No 11:00 744 74 SB Yes No
13:30 799 85 SB Yes No 20:00 386 39 SB No No 11:45 741 70 SB Yes No
18:30 792 80 SB Yes No 20:30 383 30 SB No No 09:45 727 94 SB Yes No
13:15 791 88 SB Yes No 21:00 360 16 SB No No 18:45 721 68 SB Yes No
C - 6 B-127
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
AATTTTAACCHHMMEENNTT DD
Explanation of
Highway Capacity Manual (HCM) Methodology
and
Level of Service (LOS)
B-128
B-129
HIGHWAY CAPACITY MANUAL (HCM 2010)
LEVEL OF SERVICE CRITERIA FOR INTERSECTIONS
SIGNALIZED INTERSECTIONS:
LEVEL OF SERVICE STOPPED DELAY PER VEHICLE (SEC)
A
B
C
D
E
F
≤ 10.0
> 10.0 to 20.0
> 20.0 to 35.0
> 35.0 to 55.0
> 55.0 to 80.0
> 80.0
UNSIGNALIZED INTERSECTIONS:
LEVEL OF SERVICE STOPPED DELAY PER VEHICLE (SEC)
A
B
C
D
E
F
≤ 10.0
> 10.0 to 15.0
> 15.0 to 25.0
> 25.0 to 35.0
> 35.0 to 50.0
> 50.0
SOURCE: Highway Capacity Manual, 200 Edition, Transportation Research Board.
D - 1 B-130
HIGHWAY CAPACITY MANUAL (HCM 2010)
LEVEL OF SERVICE DESCRIPTION FOR INTERSECTIONS
LEVEL OF
SERVICE DESCRIPTION
A
Low volumes, high speeds; speed not restricted by other vehicles; all
signal cycles clear with no vehicles waiting through more than one signal
cycle.
B
Operating speeds beginning to be affected by other traffic; between one
and 10 percent of the signal cycles have one or more vehicles which wait
through more than one signal cycle during peak traffic periods.
C
Operating speeds and maneuverability closely controlled by other traffic;
between 11 and 30 percent of the signal cycles have one or more
vehicles which wait through more than one signal cycle during peak traffic
periods; recommended ideal design standard.
D
Tolerable operating speeds; 31 to 70 percent of the signal cycles have
one or more vehicle which wait through more than one signal cycle during
peak traffic periods; often used as design standard in urban areas.
E
Capacity; the maximum traffic volumes an intersection can accommodate;
restricted speeds; 71 to 100 percent of the signal cycles have one or more
vehicles which wait through more than one signal cycle during peak traffic
periods.
F
Long queues of traffic; unstable flow; stoppages of long duration; traffic
volumes and traffic speed can drop to zero; traffic volume will be less than
the volume which occurs at Level of Service E.
SOURCE: Highway Capacity Manual, 2010 Edition, Transportation Research Board.
D - 2 B-131
Palos Verdes Drive South Traffic Study
Summary Report (#101471)
City of Rancho Palos Verdes
AATTTTAACCHHMMEENNTT EE
Level of Service Worksheets
B-132
B-133
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 8:00 - 9:00 AM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID:
East/West Street: Lower Point Vicente Park Ent
North/South Street: Palos Verdes Drive South
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 449 0 7 874
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 449 0 7 874
Percent Heavy Vehicles -- -- 0 -- --
Median Type/Storage Raised curb / 8
RT Channelized?
Lanes 2 0 1 2
Configuration T TR L T
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 12 3
Peak Hour Factor, PHF 1.00 1.00
Hourly Flow Rate, HFR 12 3
Percent Heavy Vehicles 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage No / /
Lanes 0 0
Configuration LR
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L | LR |
______________________________________________________________________________
v (vph) 7 15
C(m) (vph) 1122 608
v/c 0.01 0.02
95% queue length 0.02 0.08
Control Delay 8.2 11.1
LOS A B
Approach Delay 11.1
Approach LOS B
______________________________________________________________________________
Lower Point Vicente Park Entrance & PVDS AM Existing ConditionsE - 1 B-134
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 5:00 - 6:00 PM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID:
East/West Street: Lower Point Vicente Park Ent
North/South Street: Palos Verdes Drive South
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 678 0 8 480
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 678 0 8 480
Percent Heavy Vehicles -- -- 0 -- --
Median Type/Storage Raised curb / 8
RT Channelized?
Lanes 2 0 1 2
Configuration T TR L T
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 18 24
Peak Hour Factor, PHF 1.00 1.00
Hourly Flow Rate, HFR 18 24
Percent Heavy Vehicles 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage No / /
Lanes 0 0
Configuration LR
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L | LR |
______________________________________________________________________________
v (vph) 8 42
C(m) (vph) 920 577
v/c 0.01 0.07
95% queue length 0.03 0.24
Control Delay 8.9 11.7
LOS A B
Approach Delay 11.7
Approach LOS B
______________________________________________________________________________
Lower Point Vicente Park Entrance & PVDS PM Existing ConditionsE - 2 B-135
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 10:00 - 11:00 AM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID: Saturday
East/West Street: Lower Point Vicente Park Ent
North/South Street: Palos Verdes Drive South
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 459 0 5 488
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 459 0 5 488
Percent Heavy Vehicles -- -- 0 -- --
Median Type/Storage Raised curb / 8
RT Channelized?
Lanes 2 0 1 2
Configuration T TR L T
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 0 23
Peak Hour Factor, PHF 1.00 1.00
Hourly Flow Rate, HFR 0 23
Percent Heavy Vehicles 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage No / /
Lanes 0 0
Configuration LR
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L | LR |
______________________________________________________________________________
v (vph) 5 23
C(m) (vph) 940 659
v/c 0.01 0.03
95% queue length 0.02 0.11
Control Delay 8.9 10.7
LOS A B
Approach Delay 10.7
Approach LOS B
______________________________________________________________________________
Lower Point Vicente Park Entrance & PVDS Saturday Existing ConditionsE - 3 B-136
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 7:45 - 8:45 AM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID:
East/West Street: Palos Verdes Drive South
North/South Street: Forrestal Drive
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 7 411 4 34 709 36
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 7 411 4 34 709 36
Percent Heavy Vehicles 0 -- -- 0 -- --
Median Type/Storage Raised curb / 1
RT Channelized? No No
Lanes 1 1 1 1 1 1
Configuration L T R L T R
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 2 0 9 38 5 31
Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 2 0 9 38 5 31
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage No / No /
Lanes 1 1 0 1 1 0
Configuration L TR L TR
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L L | L TR | L TR
______________________________________________________________________________
v (vph) 7 34 2 9 38 36
C(m) (vph) 868 1155 247 642 271 404
v/c 0.01 0.03 0.01 0.01 0.14 0.09
95% queue length 0.02 0.09 0.02 0.04 0.49 0.29
Control Delay 9.2 8.2 19.7 10.7 20.4 14.8
LOS A A C B C B
Approach Delay 12.3 17.7
Approach LOS B C
______________________________________________________________________________
Forrestal & Palos Verdes Drive South AM Existing ConditionsE - 4 B-137
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 5:00 - 6:00 PM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID:
East/West Street: Palos Verdes Drive South
North/South Street: Forrestal Drive
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 19 532 17 28 380 34
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 19 532 17 28 380 34
Percent Heavy Vehicles 0 -- -- 0 -- --
Median Type/Storage Raised curb / 9
RT Channelized? No No
Lanes 1 1 1 1 1 1
Configuration L T R L T R
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 11 2 21 30 0 11
Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 11 2 21 30 0 11
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage No / No /
Lanes 1 1 0 1 1 0
Configuration L TR L TR
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L L | L TR | L TR
______________________________________________________________________________
v (vph) 19 28 11 23 30 11
C(m) (vph) 1156 1031 482 544 436 670
v/c 0.02 0.03 0.02 0.04 0.07 0.02
95% queue length 0.05 0.08 0.07 0.13 0.22 0.05
Control Delay 8.2 8.6 12.6 11.9 13.9 10.5
LOS A A B B B B
Approach Delay 12.1 13.0
Approach LOS B B
______________________________________________________________________________
Forrestal & Palos Verdes Dr South PM Existing ConditionsE - 5 B-138
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/16/2014
Analysis Time Period: 10:00 - 11:00 AM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID: Saturday
East/West Street: Palos Verdes Drive South
North/South Street: Forrestal Drive
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 38 354 16 37 356 108
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 38 354 16 37 356 108
Percent Heavy Vehicles 0 -- -- 0 -- --
Median Type/Storage Raised curb / 9
RT Channelized? No No
Lanes 1 1 1 1 1 1
Configuration L T R L T R
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 15 5 32 101 4 45
Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 15 5 32 101 4 45
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage No / No /
Lanes 1 1 0 1 1 0
Configuration L TR L TR
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L L | L TR | L TR
______________________________________________________________________________
v (vph) 38 37 15 37 101 49
C(m) (vph) 1108 1200 453 649 490 673
v/c 0.03 0.03 0.03 0.06 0.21 0.07
95% queue length 0.11 0.10 0.10 0.18 0.78 0.24
Control Delay 8.4 8.1 13.2 10.9 14.3 10.8
LOS A A B B B B
Approach Delay 11.6 13.1
Approach LOS B B
______________________________________________________________________________
Forrestal & Palos Verdes Dr South Saturday Existing ConditionsE - 6 B-139
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 7:45 - 8:45 AM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID:
East/West Street: Palos Verdes Drive East
North/South Street: Palos Verdes Drive South
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 100 355 647 57
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 100 355 647 57
Percent Heavy Vehicles 13 -- -- -- --
Median Type/Storage Raised curb / 6
RT Channelized? No
Lanes 1 1 1 1
Configuration L T T R
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 40 140
Peak Hour Factor, PHF 1.00 1.00
Hourly Flow Rate, HFR 40 140
Percent Heavy Vehicles 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage / /
Lanes 1 1
Configuration L R
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L | | L R
______________________________________________________________________________
v (vph) 100 40 140
C(m) (vph) 845 463 474
v/c 0.12 0.09 0.30
95% queue length 0.40 0.28 1.25
Control Delay 9.8 13.5 15.8
LOS A B C
Approach Delay 15.3
Approach LOS C
______________________________________________________________________________
Palos Verdes Dr East & Palos Verdes Dr South AM Existing ConditionsE - 7 B-140
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 5:00 - 6:00 PM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID:
East/West Street: Palos Verdes Drive East
North/South Street: Palos Verdes Drive South
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 73 535 429 34
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 73 535 429 34
Percent Heavy Vehicles 0 -- -- -- --
Median Type/Storage Raised curb / 6
RT Channelized? No
Lanes 1 1 1 1
Configuration L T T R
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 37 79
Peak Hour Factor, PHF 1.00 1.00
Hourly Flow Rate, HFR 37 79
Percent Heavy Vehicles 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage / /
Lanes 1 1
Configuration L R
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L | | L R
______________________________________________________________________________
v (vph) 73 37 79
C(m) (vph) 1109 463 628
v/c 0.07 0.08 0.13
95% queue length 0.21 0.26 0.43
Control Delay 8.5 13.5 11.6
LOS A B B
Approach Delay 12.2
Approach LOS B
______________________________________________________________________________
Palos Verdes Dr East & Palos Verdes Dr South PM Existing CondtionsE - 8 B-141
HCS+: Unsignalized Intersections Release 5.6
_______________________TWO-WAY STOP CONTROL SUMMARY___________________________
Analyst: Nicolle Spann
Agency/Co.: WIlldan
Date Performed: 7/8/2014
Analysis Time Period: 9:45 - 10 :45 AM
Intersection:
Jurisdiction:
Units: U. S. Customary
Analysis Year: 2014
Project ID: Saturday
East/West Street: Palos Verdes Drive East
North/South Street: Palos Verdes Drive South
Intersection Orientation: EW Study period (hrs): 1.00
______________________Vehicle Volumes and Adjustments_________________________
Major Street: Approach Eastbound Westbound
Movement 1 2 3 | 4 5 6
L T R | L T R
______________________________________________________________________________
Volume 49 380 442 29
Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00
Hourly Flow Rate, HFR 49 380 442 29
Percent Heavy Vehicles 0 -- -- -- --
Median Type/Storage Raised curb / 6
RT Channelized? No
Lanes 1 1 1 1
Configuration L T T R
Upstream Signal? No No
______________________________________________________________________________
Minor Street: Approach Northbound Southbound
Movement 7 8 9 | 10 11 12
L T R | L T R
______________________________________________________________________________
Volume 33 63
Peak Hour Factor, PHF 1.00 1.00
Hourly Flow Rate, HFR 33 63
Percent Heavy Vehicles 0 0
Percent Grade (%) 0 0
Flared Approach: Exists?/Storage / /
Lanes 1 1
Configuration L R
______________________________________________________________________________
__________________Delay, Queue Length, and Level of Service___________________
Approach EB WB Northbound Southbound
Movement 1 4 | 7 8 9 | 10 11 12
Lane Config L | | L R
______________________________________________________________________________
v (vph) 49 33 63
C(m) (vph) 1101 564 620
v/c 0.04 0.06 0.10
95% queue length 0.14 0.19 0.34
Control Delay 8.4 11.8 11.5
LOS A B B
Approach Delay 11.6
Approach LOS B
______________________________________________________________________________
Palos Verdes Dr East & Palos Verdes Dr South Saturday Existing ConditionsE - 9 B-142
MINUTES
CITY OF RANCHO PALOS VERDES, CALIFORNIA
TRAFFIC SAFETY COMMITTEE
REGULAR MEETING
MONDAY, MARCH 24, 2014
CALL TO ORDER: Chair Self called the meeting to order at 7:00PM at the Rancho
Palos Verdes Community Room, 30940 Hawthorne Boulevard, Rancho Palos Verdes,
California 90275.
ROLL CALL: PRESENT: Chair Self, and Committee Members Guerin, Kramer,
and Vlaco
ABSENT: Committee Member Klatt
ALSO PRESENT: Nicole Jules, Deputy Director, Public Works
Department; Deputy Chris Knox, Sheriff’s Department; Deputy John
Schloegl, Sheriff’s Department; Melissa Countryman, Associate
Engineer and Acting Recording Secretary, Public Works
Department
FLAG SALUTE: Committee Member Kramer led the assembly in the Pledge of
Allegiance.
APPROVAL OF AGENDA:
ACTION TAKEN:
Committee Member Kramer moved to approve the Agenda as presented,
seconded by Committee Member Vlaco.
Motion approved:
Ayes 4, Nays 0
Absent: Committee Member Klatt
ANNOUNCEMENT OF NEWLY APPOINTED CHAIR:
Deputy Director Jules announced that City Council appointed the new Chair of the
Traffic Safety Committee, Anthony Self, at its last Council meeting, and stated that she
is very excited to be working with him.
CHAIR’S COMMUNICATION:
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Chair Self thanked Deputy Director Jules, stating that it is a great honor and that he has
been on the Committee for about four years and so his term will expire in December.
He added that Committee Member Kramer has been a great past-Chair, and hoped that
he will help guide him along the way. He expressed his thanks for the opportunity to
serve as Chair.
SELECTION OF VICE CHAIR:
Committee Member Kramer stated that he would like to recommend that Committee
Members Vlaco and Guerin consider the role of Vice Chair. Discussion ensued
regarding the Vice Chair’s duties, including attending the Mayor’s breakfast on Friday
mornings on behalf of the Committee when the Chair is unable to attend. Committee
Member Guerin stated that he would not be able to attend the Mayor’s breakfast on
Friday mornings due to prior commitments.
Committee Member Kramer moved to nominate Committee Member Vlaco to
serve as Vice Chair, seconded by Chair Self.
Motion approved:
Ayes 4, Nays 0
Absent: Committee Member Klatt
SHERIFF’S STATUS REPORT:
Chair Self commented that Deputy Knox is in attendance this evening and that it is a
pleasure to have him back at the meeting. Deputy Schloegl presented the traffic
statistics on traffic collisions to the Committee for the 2013 calendar year to-date, and
asked Chair Self how far back he should go in the data. Deputy Director Jules
reminded Deputy Schloegl that the Committee has not met since December of 2013, so
suggested that January, February, and March of 2014 data be discussed.
Deputy Schloegl reported that in January there had been 14 traffic collisions, including 7
injury collisions, in February there had been 17 traffic collisions, including 6 injury
collisions, and that the hazardous cites remained about the same during this time
period. He added that there had been one fatality, which occurred on January 12th at
approximately 6:55pm near the intersection of Hawthorne Blvd and Ravenspur Dr. He
explained that the incident involved two pedestrians and a motorcyclist. He then asked
Deputy Knox to report on the details of the traffic collision.
Deputy Knox explained that increased enforcement helps to reduce injury traffic
collisions. He added that there is about one death per month on the hill due to traffic
collisions. Deputy Knox described the parking issues at the nearby apartment complex
on Ravenspur and clarified that many people cross Hawthorne Blvd legally at the
unmarked crosswalk. He explained that the motorcyclist had an M1 license and had
rented the Harley-Davidson motorcycle for 24 hours, and was speeding in the dark
traveling south/westbound on Hawthorne Blvd when the collision occurred. He reported
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that he estimates the motorcyclist’s rate of speed was approximately 60 MPH. He
stated that four pedestrians were crossing Hawthorne Blvd at the time and that one
pedestrian later succumbed to her injuries approximately 10 days after being struck by
the motorcycle. He also reported that the motorcyclist sustained only minor injuries.
Deputy Schloegl added that the motorcyclist is being charged with involuntary
manslaughter and that the pedestrian passed away on January 23rd. He indicated that
the motorcyclist has to appear in court on March 26th.
Deputy Director Jules pointed out that at the December 2013 meeting, the Committee
had heard an item on the parking increase on the Hawthorne Blvd frontage road and
that the City’s consulting traffic engineer is working on a report to consider parking
restrictions on this frontage road. She stated that this report may be ready to present to
the Committee at the meeting in May.
Chair Self commented that he resides on Woodbrook and witnesses pedestrians
crossing Hawthorne Blvd all the time.
Committee Member Kramer asked Deputy Knox to clarify his role, specifically if he is
still being shared by the three cities on the hill and is no longer solely dedicated to
Rancho Palos Verdes. Deputy Knox responded that, yes, that is correct; he dedicates
60% of his time to Rancho Palos Verdes, 30% to Rolling Hills Estates, and 10% to
Rolling Hills. Committee Member Kramer replied that he believes that there has been a
decrease in the enforcement levels in Rancho Palos Verdes. Deputy Knox responded
that his performance levels have stayed the same, but that he is just now spread among
three cities, and cannot speak for the other deputies. Deputy Schloegl added that use
of vacation time had resulted in some decline in enforcement rates too last summer.
Committee Member Kramer asked to confirm that this arrangement has been in effect
for about two years, and Deputy Knox replied, yes. Committee Member Kramer added
that Deputy Knox’s presence is missed.
PUBLIC COMMENTS: None.
NEW BUSINESS:
1. REQUEST FOR PERMIT PARKING – CHANNELVIEW COURT, SEAWOLF
DRIVE, BEACHVIEW DRIVE, NANTASKET DRIVE AND SEACOVE DRIVE
Recommendation:
Initiate a traffic engineering investigation to establish permit parking in the
Seawolf Neighborhood.
Deputy Director Jules explained that in September of 2013, Staff received three
independent requests for neighborhood parking in the Seawolf area. She went over the
details of each request, and then described possible sources of on-street parking
demand, including residential, recreational, and commercial uses. She also pointed out
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the importance of considering unintended consequences of any action taken and to look
at the area as a whole. She then presented several photos showing parking on these
neighborhood streets.
Committee Discussion and Staff Questions
Chair Self stated that he is familiar with the area since his wife has a listing there and
asked to clarify what the study would entail. Deputy Director Jules responded that the
consulting traffic engineer would conduct parking surveys for various times of the day
on a holiday or non-holiday, and would include observations about possible
destinations.
Committee Member Kramer asked for clarification on the photos presented and Deputy
Director Jules explained.
Committee Member Kramer asked if it is possible to have permit parking applicable only
on the weekends. Deputy Director Jules responded that, yes, the Seacove Community
has permit parking applicable on the weekends or summer months only, and so, yes,
permit parking programs are very customizable. She added that more recently
implemented parking restrictions have been in the Peninsula Verde and Dodson Middle
School areas, which are applicable only on school days and these are enforced by the
Sheriff’s Department without issue. Deputy Schloegl commented that it is a little difficult
to keep track of the various times when permit parking is enforced and not enforced, but
it just requires that the Sheriff Department personnel be briefed on what can be cited
and what cannot. Deputy Director Jules added that the signs that are posted specify
the time of day and day of week that the permit parking program is in effect.
Committee Member Kramer commented that using the term “holiday” on a sign could be
problematic since there are many interpretations as far as what is considered an official
holiday and what is not. Deputy Director Jules agreed that the term holiday can be
subjective.
Committee Member Kramer asked what percentage of residents are needed to sign a
petition in order to get a neighborhood parking permit program in place. Deputy
Director Jules responded that 60% of the residents in the area need to sign the petition
in favor of the program. Committee Member Kramer asked if that included residents
living in apartments and Deputy Director Jules responded yes.
Committee Member Kramer asked if there were sufficient funds in the Public Works
budget for this study and Deputy Director Jules responded yes.
Committee Member Guerin asked what the fine for parking in a permit parking area
without a permit is and if the fine is on a graduated scale, depending on how many
citations a vehicle receives. Deputy Director Jules replied that she did not know the
exact dollar amount of the fine, but is sure that it is not on a graduated scale. Deputy
Knox responded that the fine is about $65.
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Committee Member Guerin stated that he lives in this area and has noted an influx of
cars on all the major holidays, but that the parking is not like this every weekend. He
also asked if the Del Cerro community pursued a permit parking program. Deputy
Director Jules responded that, no, since they are waiting to see the effects of the
improvements, including a parking lot, at the other end of the Burma Road trail (near
Palos Verdes Drive South, at the east end of the landslide area) first.
Committee Member Vlaco asked if having permit parking apply to only one side of the
road could be considered. Deputy Director Jules responded that, yes, all options would
be evaluated by the traffic engineering consultant when making his or her
recommendations.
Chair Self asked how many tickets have been issued for people blocking driveways with
their parked cars. Deputy Director Jules responded that she does not know and
deferred to the Sheriff’s Department. Deputy Schloegl also responded that he did not
know, since the Sheriff’s Department doesn’t track the locations of those types of
citations. Chair Self asked if the consultant would be able to pull citation data from the
Sheriff’s Department. Deputy Schloegl responded that, no, they would not be able to,
but in the future, the deputies could be asked to write a memo whenever they issue a
citation in this area.
Committee Member Kramer asked since there is indication that the parking may be tied
to Terranea, has Terranea been contacted regarding this issue, and if so, what is
Terranea’s response. Deputy Director Jules stated that Terranea has been contacted
but has not responded directly to her. She added that she has been told that Terranea
has discouraged the parking of their employees on City streets. She added that there is
an agreement between the City and Terranea for them to use City Hall for parking when
they are holding special events at Terranea.
Chair Self asked if there is employee parking on-site for Terranea. Deputy Director
Jules stated that yes, there is, and that they also transport people from the City Hall
parking area as needed for supplementary parking. Committee Member Guerin
commented that Terranea also sometimes uses the Point Vicente Interpretive Center for
overflow parking.
Chair Self opened the public hearing.
Peter Perl
Mr. Perl stated that his neighbor’s daughter’s friends worked at Terranea, and they were
told to park on the streets in these areas and the public visitor parking spots within
Terranea. He added that it took them 15 years to build Terranea, and now they are
blanketing the City streets with cars and the residents’ guests can’t park on the streets.
He explained that his neighbor, Bob Nelson, wrote one or two letters to Terranea and
called them as well and that Terranea has not responded. He thinks that it is going to
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get worse when the houses on Nantasket are sold. He stated that he does not feel that
beachgoers are the problem, but rather that it is the Terranea employees and the Villas
Apartments residents. He indicated that he had heard that the Villas Apartments sold
the property that was supposed to be used for additional parking for their residents. He
went on to explain that he feels that traffic has increased 300% since Terranea opened
and that more animals are being killed in the roadways because of it. He added that the
parking situation is better in the winter. He concluded by stating that he would like to
have parking available on his street on the weekends and holidays, and the holidays
should be national holidays, like Mother’s Day and Christmas. He reiterated that he
feels that Terranea is telling their employees to park on these streets.
Bob Nelson
Mr. Nelson clarified that he took most of the pictures that were shown to the Committee
earlier and stated that he feels that there are two elephants in the room, one being
Terranea and the other being the Villa Apartments. He indicated that he feels that Mr.
Perl is correct. He explained that when there are weddings or special events held at
Terranea, the employees have been told that they cannot park at Terranea. He added
that the Villa Apartments were built around 1970, have 190 units, and allow one parking
space per unit, based on the expected parking needs at that time. He explained that
there are 190 parking spaces on-site, so the other 190 vehicles park on the neighboring
streets. He stated that the residents of Channelview originally wanted permit parking
restrictions on Friday, Saturday, and Sunday, but if the residents on Nantasket are
requesting to have permit parking restrictions in place 24-7, then the Channelview
residents would like to have their permit parking restriction amended to 24-7 too. Mr.
Nelson stated that Mr. Perl is correct about the Villa Apartments, and that at one time a
parking garage was supposed to be built on the land across the street from the Villa
Apartments so that their residents could park there, but that land has since been sold to
a developer that will be building four residential homes on that property instead. He
concluded by stating that this is a neighborhood problem, but a neighborhood parking
permit program could change the status quo. He also shared a photo from last
September of the vehicles parked at City Hall in the overflow parking lot.
David Emenhiser
Mr. Emenhiser stated that he has had the pleasure of appearing in front of the Traffic
Safety Committee a couple times and appreciates all the difficult tasks that face this
Committee. He indicated that he lives on Channelview Court. He explained that he
disagrees with the previous speakers that the Villa Apartments is a problem and thinks
that it is all a problem with Terranea. He added that he agrees that it is an immediate
problem. He indicated that it got bad last August, and that he thought there were
parties at the houses down at the end of the street and then he realized that it was
actually Terranea employees going to work. He explained that he never sees anyone
with golf clubs. He clarified that he does not have an issue with Terranea, that they are
a great neighbor, and that he had asked the Terranea management for help in the past,
but realized that it only helped for one weekend before going back to the same problem.
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He stated that he would like something to be done by May 30th and that it usually takes
two to three months for a study to be performed and reviewed by the Traffic Safety
Committee, so it would be July or August before the City Council could take action. He
added that the other problem is the Villa Apartments and that that is a separate issue.
He stated that he is the Vice President of the Homeowners Association in this area and
that people are getting upset on this street, and so rather than writing letters to the
editor, they are trying to go through the proper channels. He concluded by stating that
this parking situation needs a small remedy, not a big study, and that he wants the
problem solved in the short-term. He thanked the Committee for the opportunity to
speak and for all of their hard work.
Committee Discussion and Staff Questions
Committee Member Kramer asked Mr. Emenhiser how he knows that the people
parking on Channelview Court are Terranea employees and not just visitors. Mr.
Emenhiser responded that it is always one individual driving there alone and they are
dressed for work, not to go for walk.
Committee Member Guerin stated that he is familiar with the area and asked about the
apparent lack of vehicles parking on the side of the streets with the driveways on it. Mr.
Emenhiser responded that the residents park on the side of the street with the
driveways on it. Chair Self commented that it is strange how the vehicles are parked on
only one side of the street and asked Mr. Emenhiser if it has been a pattern that
vehicles are parking on only one side of the street. Mr. Emenhiser responded that it has
been a pattern and that he is not sure why.
Chair Self asked Mr. Emenhiser what Terranea did that worked for that one weekend
after he had asked for Terranea’s management to help. Mr. Emenhiser replied that he
did not know, and appreciates whatever effort they took, but that it has also not solved
the problem and they have outgrown their parking.
Deputy Director Jules asked Mr. Emenhiser if there is a particular time of day that the
parking is usually a problem. Mr. Emenhiser responded that it is usually at about 10 am
or 11am to about 7pm.
Chair Self asked if the drivers of the vehicles parking there are usually dressed as
employees and Mr. Emenhiser responded, yes, describing the appearances of the
drivers and vehicles that he has observed.
Chair Self closed the public hearing.
Committee Discussion and Staff Questions
Committee Member Kramer stated that he is very concerned with Terranea and is
disappointed since they have not provided a permanent solution to the parking problem.
He added that he has heard anecdotally that they seem to be good neighbors, and that
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it appears that the drivers of the vehicles are trying to park away from the houses and
not in front of them. He explained that he thinks that Terranea should be told by City
Staff more forcefully that the City is considering implementing permit parking in this
area.
Vice Chair Vlaco asked if individual streets can have different permit parking restrictions
and Deputy Director Jules replied that yes, they can have different signs posted on
different streets with different permit parking restrictions.
Chair Self asked if the City has reached out in the past and if Deputy Director Jules has
had conversations with Terranea about the parking problem. Deputy Director Jules
responded that the Public Works Department has not spoken with Terranea about
parking issues, but the City Manager’s Office has in the past, and that she was not a
part of these meetings. She added that, as a result of tonight’s meeting, she will meet
with the City Manager’s Office and the Community Development Department to share
tonight’s discussion and encourage further discussion with Terranea.
Committee Member Kramer acknowledged that there appears to be a lot of support for
this type of permit parking program and also stated that he is concerned with pushing
the parking problem to another area. He added that he feels that most apartment
complexes have this problem since they were built decades ago. He pointed out that
the Villa Apartments residents may not want to have a permit parking program, and so
thinks it is worthwhile to do this study. He went on to explain that he understands the
residents’ desire to not have a study performed but also that he does not think that that
is the best approach from the Committee’s standpoint. He then asked Deputy Director
Jules how long it would take to have the study performed and brought back to the
Traffic Safety Committee. Deputy Director Jules replied that Memorial Day is the next
national holiday, but if they did not want to wait until the next holiday to perform the
study, it would take about two to three weeks to conduct the study and about six weeks
to get the results back to the Traffic Safety Committee.
Committee Member Kramer asked to clarify if looking at the weekends-only permit
parking program, would the parking study only look at the parking patterns on the
weekend, and therefore one could not necessarily project that the holiday parking
pattern would be the same. Deputy Director Jules responded that they could project
what the holiday parking pattern would be, but that it could be considered subjective
and not as much of an engineering analysis.
Committee Member Kramer indicated that he is concerned about the holiday term and
hopes that how it would be interpreted would be addressed in the Staff Report. He
added that he thinks that the two problems should be addressed differently and
separately – approach Terranea and then perform the study.
Vice Chair Vlaco asked about the development of Nantasket and how it is included in
the voting for permit parking, and Deputy Director Jules explained.
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Associate Engineer Countryman asked to clarify if the residents at the Villas Apartments
could obtain parking permits if a neighborhood permit parking program was put into
place. Deputy Director Jules responded that, yes, the apartment residents would be
able to obtain parking permits since they are considered residents.
Committee Member Guerin asked about guest permits and how they are issued.
Deputy Director Jules explained. Committee Member Kramer asked if there was a limit
to how many guest permits a resident can obtain, or if they are administered on a case-
by-case basis. Deputy Director Jules replied that there is no set limit of guest passes,
and that they are administered on a case-by-case basis, and so City Staff has the right
to limit the number of guest passes issued, based on reasonable judgment.
Committee Member Kramer asked which department issues these permits, Public
Works or Parks and Recreation. Deputy Director Jules responded that the Public
Works Department issues these permits.
ACTION TAKEN:
Chair Self moved to accept Staff’s recommendation and direct Staff to render a
comprehensive recommendation.
Committee Member Kramer seconded the motion with an amendment to direct
Staff to work with the Terranea Resort and explain to them that the City is going
to solve the parking problem in this area, and that it would be very helpful if they
could do a better job in discouraging and eliminating their staff and guests from
parking in this neighborhood. Committee Member Guerin seconded the
amendment.
Motion approved:
Ayes 3, Nays 0
Abstain: Chair Self
Absent: Committee Member Klatt
2. REQUEST FOR TRAFFIC SIGNAL – PALOS VERDES DRIVE EAST AT
PALOS VERDES DRIVE SOUTH
Recommendation:
Initiate a traffic engineering investigation to evaluate the need for traffic
improvements at various intersections along Palos Verdes Drive South.
Deputy Director Jules explained that there have been two recent collisions on Palos
Verdes Drive South near Palos Verdes Drive East, and also went over the City Council
directive from 2010 for the Traffic Safety Committee to investigate projects placing
traffic demands on Palos Verdes Drive South in order to confirm if new traffic conditions
exist. She described the various recent development projects along the Palos Verdes
Drive South corridor and when they were completed. She then summarized that,
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therefore, Staff is recommending the performance of a traffic study to arrive at a solid
conclusion as to whether traffic along this corridor has increased or not.
Deputy Director Jules stated that such a study would include daily and turning
movement counts, an analysis of existing traffic control devices, a summary report, and
a presentation of the report and study findings at a future Traffic Safety Committee
meeting. She added that if there is no increase in traffic found, there would be no need
to take action, but if there is an increase in traffic observed, then Staff and the
Committee can consider the next steps to be taken.
Committee Discussion and Staff Questions
Chair Self asked about the recent traffic collisions at the intersection of Palos Verdes
Drive South and Palos Verdes Drive East and if they involved pedestrians or just
collisions between vehicles. Deputy Director Jules responded that they were traffic
collisions involving vehicles only. Vice Chair Vlaco asked which direction the vehicles
were going before they collided and Deputy Director Jules responded that she did not
have the details of the collision. Deputy Schloegl responded that he did not know
either, but that the Sheriff’s Department has taken several reports of incidents at this
location.
Vice Chair Vlaco commented that she drives here every day and that there is a visibility
issue at this intersection when trying to see vehicles coming from San Pedro, due to the
grade of the road and the landscaping. Deputy Schloegl added that the vehicles
commonly travel at a high rate of speed in this area. Vice Chair Vlaco stated that she
felt that the visibility issue wasn’t as bad before the realignment of the road that was
performed for the Trump development. Committee Member Kramer agreed that it is
more difficult to see now.
Vice Chair Vlaco pointed out that there is not a separate right-turn lane for people to use
when making a right turn on to Palos Verdes Drive East, which causes congestion here
since vehicles often cannot fit completely in the bike lane.
Chair Self commented that there are a lot of bicyclists in this area.
Vice Chair Vlaco asked if it is always the installation of a traffic signal that is looked at in
these types of traffic studies. Deputy Director Jules responded that, no, there are many
other things that are considered in addition to traffic signals.
Deputy Director Jules reminded the Committee that Marymount College paid into a
mitigation fund in order to create a merge lane, or refuge lane, for people to use when
making a left turn on to Palos Verdes Drive South from Palos Verdes Drive East. She
added that additional improvements to the roadway could be made at the time that this
improvement is being constructed.
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Committee Member Kramer and Vice Chair Vlaco commented that reducing the median
vegetation could help with the visibility issue. Deputy Director Jules responded that the
vegetation is currently kept at a height of no greater than 3 feet and is trimmed at least
twice a year.
Committee Member Kramer asked if there was supposed to be a traffic signal installed
at the intersection of Palos Verdes Drive South at Forrestal as a mitigation of Trump’s
development. Deputy Director Jules replied that there is no documentation that it was a
condition, only the cost of installation of conduits for a traffic signal in the future.
Committee Member Kramer responded that it could be an issue if a traffic signal were to
be installed at both the Forrestal and Palos Verdes Drive East intersections since they
are located a very short distance away from each other.
Committee Member Kramer asked for clarification on the Point View development.
Deputy Director Jules explained that it is on Jim York’s property across from Abalone
Cove, which includes a putting range, a vineyard, avocado trees, and other
improvements to host special events. She added that it has been in operation for about
6 months.
Committee Member Kramer asked for clarification on Zone 2. Deputy Director Jules
explained that that refers to the Portuguese Bend area where an EIR is being
processed to develop 47 lots in the landslide area, which had been part of a former
lawsuit.
Committee Member Kramer asked if there would be vehicle classification performed as
part of the traffic counts and if it would include bicycles. Deputy Director Jules
responded that yes, the study will include bicycle counts. Committee Member Guerin
asked how the traffic counts are obtained. Deputy Director Jules explained that
pneumatic tubes are usually used for counting the vehicles on roadway segments, and
people using clickers are used for counting turning movements at intersections and
bicyclists.
Committee Member Kramer asked if there could be a traffic count performed on
Saturday morning, especially for the donut ride. Deputy Director Jules responded that
yes, bicyclists could be counted using video.
Committee Member Kramer asked if this is a regular, budgeted item and a standard
thing. Deputy Director Jules responded that it is not a standard study to perform, but
there is budget available since there have not been too many studies performed this
year. Committee Member asked what the timeframe would be and Deputy Director
Jules replied that it would take several months to perform, so would likely be complete
sometime this summer.
ACTION TAKEN:
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Committee Member Kramer moved to accept Staff’s recommendation and direct
Staff to look at a more comprehensive study of the entirety of Palos Verdes Drive
South, seconded by Chair Self.
Motion approved:
Ayes 4, Nays 0
Absent: Committee Member Klatt
Committee Discussion and Staff Questions
Committee Member Kramer asked that Staff accelerate the parking study in New
Business Item #1’s recommendation if possible, to get things going before the summer
months.
INFORMATIONAL ITEMS:
1. Palos Verdes Drive East Arterial Rehab Project
Deputy Director Jules stated that the project is moving forward with construction
anticipated to begin mid-to-late April since the contractor is still in the process of
executing the contract documents. She added that she receives emails daily asking
when the work will start.
Chair Self asked exactly where on Palos Verdes Drive East the construction work will
begin. Deputy Director Jules responded that she does not know since the City has not
received the project schedule from the contractor yet. She clarified that there will be a
great deal of preparatory work performed before the actual street resurfacing work can
begin.
Committee Member Kramer asked if there will be new storm drains and guard rail
improvements included in the work. Deputy Director Jules replied that, yes, those items
are all part of the preliminary work, including utility relocations.
Committee Member Kramer asked if the actual paving will begin right when school
starts up again in the fall. Deputy Director Jules responded that yes, at this point it
appears that it will be performed in late summer/early fall.
Committee Member Guerin asked who the contractor is and Deputy Director Jules
responded that it is All American Asphalt.
2. Subcommittees/School Liaison Reports
Chair Self referred to some emails that have been received from Silver Spur Elementary
School’s Principal. Deputy Director Jules responded that a meeting has been set up at
the school with the Principal on March 31st to look at traffic circulation issues, and that
Associate Engineer Countryman will be attending that meeting.
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Deputy Director Jules announced that she has recently been promoted to the Deputy
Director of Public Works position and that Associate Engineer Countryman will be
serving as Acting Senior Engineer for three months and will be replacing her role as
Staff liaison to the Traffic Safety Committee.
Committee Member Kramer congratulated Deputy Director Jules on her promotion, as
well as Associate Engineer Countryman on the Acting Senior Engineer position, and
asked if there will be an Assistant Engineer assigned to prepare the Traffic Safety
Committee meeting minutes. Deputy Director Jules responded that, no, since this is a
temporary arrangement, Associate Engineer Countryman will be covering all of the
duties for maybe one or two meetings.
Committee Member Kramer provided a Bicycle Subcommittee report, informing the
Committee that a 21-year-old bicyclist, Joe Robinson, was hit and killed while riding his
bicycle on the right shoulder of Santiago Canyon Road in the City of Orange at 7:30am
on Sunday, February 2, 2014. Committee Member Kramer described how a
Westminster Fire Station Battalion Chief, California Highway Patrol, and local police
worked together to apprehend the hit and run driver later that morning. He explained
that the 18-year-old driver was reportedly driving home from an all-night party in which
she had allegedly been drinking beer, vodka, and tequila, and using meth. He stated
that she was arrested on felony DUI and felony hit and run, and the charges may be
increased to vehicular manslaughter.
Committee Member Kramer indicated that there has been an increase in the number of
bicyclists using the whole travel lane when riding, partly due to the fact that most of the
recent bicyclist fatalities have occurred when they have been riding far to the right, in
the shoulder, or in a bike lane.
Committee Member Kramer also reported that there is a bike lane sign needing
correction on Palos Verdes Drive South, near the intersection with Conqueror Drive.
Deputy Director Jules and Associate Engineer Countryman responded that they will
investigate and have the issue corrected.
3. Whale of a Day – Saturday, April 5, 2014
Chair Self pointed out that the event had been rescheduled due to inclement weather
and stated that he can attend the event for a couple hours. Committee Member Kramer
stated that he cannot attend this year since he will be out of town. Committee Member
Guerin and Vice Chair Vlaco stated that they may be able to attend. Associate
Engineer Countryman distributed parking permits to the Committee Members.
Committee Member Guerin asked for clarification on the event hours. Deputy Director
Jules responded that the event is held from 10am to 4pm.
4. Fourth of July – Friday, July 4, 2014
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Deputy Director Jules explained that there are plans to have a Traffic Safety Committee
booth at this event. Committee Member Guerin asked if this event is held at the Point
Vicente Interpretive Center too. Deputy Director Jules responded that, no, it is held at
City Hall.
APPROV AL OF MINUTES:
Recommendation:
Approve the Minutes of the December 9, 2013 meeting.
Committee Discussion and Staff Questions
Chair Self asked if anyone had any changes to the Meeting Minutes. No comments
were received.
ACTION TAKEN:
Committee Member Kramer moved to approve the Minutes of the Traffic Safety
Committee meeting of December 9, 2013 as presented, seconded by Chair Self.
Motion approved:
Ayes 4, Nays 0
Absent: Committee Member Klatt
Committee Discussion and Staff Questions
Deputy Director Jules stated that there may not need to be an April meeting since the
charter is to meet every other month and only monthly as needed. She added that none
of the traffic studies will be ready by April. She stated that the Hawthorne Blvd parking
study, and the studies from the business items discussed today, may be ready by May if
the consultant can complete these reports in time.
Discussion ensued regarding the scheduling of the May Traffic Safety Committee
meeting due to the Memorial Day holiday and it was agreed to meet on May 12th, as
well as to return to the scheduling of Traffic Safety Committee meetings every other
month unless special needs arise.
ADJOURNMENT:
Meeting adjourned at 8:43pm to the next meeting of the Traffic Safety Committee on
May 12th, 2014.
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