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TC - Item 2B - Traffic and Pedestrian Safety Enhancements Adjacent to Southern California Edison Corporate HeadquartersROSEMEAD TRAFFIC COMMISSION
STAFF REPORT
TO: TRAFFIC COMMISSION
FROM: CHRIS MARCARELLO, PUBLIC WORKS DIRECTOR
DATE: DECEMBER 6, 2012
SUBJECT: TRAFFIC AND PEDESTRIAN SAFETY ENHANCEMENTS ADJACENT TO
SOUTHERN CALIFORNIA EDISON CORPORATE HEADQUARTERS
SUMMARY
The City was recently approached by representatives at Southern California Edison (SCE)
regarding traffic and pedestrian safety concerns near their corporate headquarters on
Walnut Grove Avenue. As a result, SCE funded a traffic study to evaluate traffic and
pedestrian conditions in the area. The study found the general conditions to be safe, but
also recommended several potential safety enhancements that could be added. SCE has
agreed to fund the traffic and signage safety enhancements as identified in the traffic study.
Staff Recommendation
That the Traffic Commission recommend to the City Council that the traffic and signage
enhancements identified in the traffic study be installed on Walnut Grove Avenue adjacent
to the SCE Corporate Headquarters.
ANALYSIS
In late spring 2012, the City was approached by representatives at Southern California
Edison (SCE) regarding traffic and pedestrian safety concerns near their corporate
headquarters on Walnut Grove Avenue. These concerns were reviewed and SCE agreed
to fund the cost of completing a traffic study in the area. The results of this study found the
area to be safe, with adequate traffic controls, signage, and pedestrian crossing devices.
The study also identified additional enhancement options that could be installed to serve as
additional safety features in the area.
As identified in the traffic study (Attachment 1), the traffic and signage safety
enhancements include the installation of: 1) Reflective thermoplastic traffic striping
modifications including striped bulb outs near crosswalks; 2) Larger traffic signal heads and
new signal visors; and 3) New signage including some solar powered lighted signage.
After reviewing the enhancements, SCE representatives felt that although the area is
considered safe, they would like to further enhance safety features in the area. The
engineer's estimate for the improvements is approximately $33,000 and as proposed,
would be funded entirely by SCE. If approved, it is expected that work would start in
January and take approximately one (1) week to complete.
Traffic Commission Meefing
December 6, 2012
Paae 2 of 2
FINANCIAL REVIEW
There is no cost associated with the traffic safety enhancements. SCE has agreed to fund
all costs related to the traffic study and enhancements.
Submitted by:
C&L/4�
Chris Marcarello
Public Works Director
Attachments:
1. Traffic Study and Signage /Striping Improvement Plan
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CITY OF ROSEMEAD
PEDESTRIAN CROSSWALK STUDY ON
WALNUT GROVE AVENUE between
Rush Street and Edison Way
Prepared for: City of Rosemead,
Department of Public Works
Prepared by:
evan
broc•<s
associates
50sou debcy 100
Pasadena, callfww' 91105
a Oeadvanlage Business Enferpt4e Corporation
July 2, 2012
Table of Contents
1 Introduction ........................................................................................................... ..............................1
2 Field Investigation ............................................................................................... ..............................3
3 Pedestrian and Traffic Counts ......................................................................... ..............................7
4. Standards and Practices for Pedestrian Amenities ............................... .............................11
SIDEWALKSAND CURB RAMPS ................................................................... .............................11
INTERSECTIONCROSSWALKS ..................................................................... .............................11
MID -BLOCK AND UNCONTROLLED INTERSECTION CROSSINGS .. .............................12
OTHERPEDESTRIAN AIDS ............................................................................. .............................12
S . Analysis and Results ......................................................................................... .............................13
6. Additional Pedestrian Enhancements ........................................................ .............................14
CURB EXTENSIONS (BULB-OUTS) .............................................................. .............................15
LIGHTEDBOLLARDS ........................................................................................ .............................15
PEDESTRIAN AND EARLY WARNING SIGNS ........................................... .............................16
LARGERSIGNAL HEADS .................................................................................. .............................17
HIGH VISIBILITY CROSSING STRIPING ..................................................... .............................17
PEDESTRIANLIGHTING .................................................................................. .............................17
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. i
1. Introduction
This report presents a summary of existing pedestrian and traffic counts
conducted at the crosswalk on Walnut Grove Avenue between Rush Street and
Edison Way in the City of Rosemead, California. An assessment of existing
pedestrian safety features is made along with possible additional new features
to further improve safety. There have been concerns regarding pedestrian safety
at this crosswalk, and recommendations have been warranted to improve
existing conditions to minimize these concerns.
The subject crosswalk is a mid - block, east -west, pedestrian crossing over Walnut
Grove Avenue that provides a route for employees and visitors of the Southern
California Edison facilities walking between buildings on both the west and east
sides of Walnut Grove Avenue. The crosswalk is solely for pedestrians. Signals,
painted pavement and signage tell vehicle drivers to stop for pedestrian crossing.
Figure 1 shows the study crosswalk location between buildings and Figures 2 & 3
show two aerial views of the Walnut Grove Avenue segment between Rush
Street on the south to Edison Way on the North. Edison Way is a private
driveway providing access to Southern California Edison parking lots and
buildings. The study crosswalk is equally distanced between Edison Way and
Rush Street.
Figure 1:
Site Location and Aerial View of the Study Crosswalk on Walnut Grove Avenue
n a .,.. ... Kliigeman St
Study Crosswalk
Edlwn Way
Rush St
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 1
Figure 3:
Aerial Close -up View of the Study Crosswalk on Walnut Grove Avenue
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 2
Figure Z:
Aerial View of the Study Crosswalk on Walnut Grove Avenue
A three -year accident history of Walnut Grove Avenue between Rush Street and
Edison Way was reviewed using SWITRS accident database including all accidents
reported for the period from January 1, 2008 to December 31, 2010. The review
reveals that there was an accident (rear -end type) on Walnut Grove Avenue 415
feet north of Rush Street (near the study crosswalk) involving two vehicles
causing property damage only.
2. Field Investigation
A detailed field investigation was completed at the site on Wednesday, May 23,
2012 during the afternoon peak period between 4:45 PM and 5:30 PM to obtain
geometric field measurements as well as functional characteristics of traffic and
pedestrian control system currently in place at the crosswalk.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 3
Photo 1: Looking west from eo,>[ eno of Crosssvolk
Walnut Grove Avenue is an 84 feet wide north -south secondary arterial street.
The street provides two travel lanes in each direction plus a 16 -foot wide raised
landscaped median along the center. Both sides of the street have a 6 feet wide
sidewalk. On- street parking is prohibited along both sides of the street.
Photo 2. Walnut Grove looking south toward study crosswalk from Edison Way
The adjacent land uses within the study segment of Walnut Grove Avenue are
corporate office buildings. Although there is no speed limit sign posted at the
study location, it appears that traffic moves at a speed of 35 to 40 miles per hour
under normal conditions in both directions. There are "WAIT HERE" pavement
markings and a STOP line striped for both directions, approximately 36 feet
ahead of the crosswalk.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 4
V. _ � �• L�S'iit
Photo 3: Crosswalk in foreground with vehicles stopped at "wait here" pavement
markings for pedestrian crossing.
The study crosswalk provides mid -block pedestrian access between two sides of
Walnut Grove Avenue. The crosswalk is located approximately 485 feet north of
Rush Street, and 415 feet south of Edison Way. The intersections at Edison Way
as well as at Rush Street are signalized and provide pedestrian crosswalks for all
directions of pedestrian movement. The study crosswalk is also fully signalized
with pedestrian push buttons provided at the two signal poles on the sides as
well as at the poles located in the median along the pedestrian paths. Signal
heads are mounted on the poles as well as the mast arms of the two side poles.
Although pedestrians are provided an adequate refuge area in the median, the
pedestrian walk times programmed in the controller are adequate to cross the
entire width of Walnut Grove Avenue during a single cycle.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 5
The crosswalk is approximately 13.5 feet in width. The edges of the crosswalk
are striped with 8" wide white lines, and the entire crosswalk area is also lightly
colored with reddish paint. Both the east end and west end of the crosswalk are
provided with ADA- compliant wheelchair curb ramps. Typical street lights are
also provided in the vicinity.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 6
Photo 4: Crosswalk with vehicle stop lights and pedestrian crossing sign.
Photo 5: Street lighting over crosswalk.
Photo 6: Caution signage at both sides of crosswalk alert pedestrians of moving vehicles.
3. Pedestrian and Traffic Counts
A pedestrian and traffic count was conducted at the crosswalk location on
Thursday, May 11, 2012 during the hours of 7:00 AM and 5:30 PM. The counts
were recorded for each 15- minute interval. The day of the count represented a
typical day clear of abnormal weather and any other factors that might impact
the use of the crosswalk. The results of these counts are presented in Tables la
& lb.
The results of the counts indicate that during 10 -hour 15- minute period a
total of 2,278 vehicles traveled northbound and 2,257 vehicles traveled
southbound, totaling 5,035 vehicles traveling in both directions across the
crosswalk. During the same period, a total of 221 people walked eastbound and
207 people walked westbound, totaling 428 people walking in both directions
along the crosswalk
The 15- minute period between 5:00 PM and 5:15 PM shows the highest 15-
minute traffic volumes with 135 vehicles traveling northbound and 130 vehicles
traveling southbound.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 7
The highest 15- minute pedestrian volumes at the crosswalk were 14 people
eastbound during the 4:00 -4:15 PM period and 16 people westbound during the
1:45 -2:00 PM period.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 8
Table la: Pedestrian and Traffic Counts at the Study Crosswalk, Table
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ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 9
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ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 9
Table 1b: Pedestrian and Traffic Counts at the Study Crosswalk, Graph
Walnut Grove Ave. Mk Sm bn Pedestrian Count
Conducted Thursday, May 11, 1017
East low 111
West Total 107
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ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 10
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4. Standards and Practices for Pedestrian Amenities
Traffic control and pedestrians safety standards and best practices are widely
available to design safe crosswalks. The following summarizes some of the
features of pedestrian crossings over roadways.
SIDEWALKS AND CURB RAMPS
The ideal minimum width of a sidewalk is five feet for two pedestrians to walk
comfortably side -by -side. Five feet is also the minimum width needed to allow
two wheelchairs to pass. Current ADA standards specify that sidewalks must be a
minimum of 3 feet wide in all locations. However, any sidewalks which are fewer
than five feet wide must include wheel chair passing areas every 200 feet. In
areas with heavier pedestrian volumes, a minimum, ten -foot sidewalk, may be
sufficient
Curb ramps provide a transition between sidewalks and streets for the purpose
of pedestrian crossing and are especially important for disabled pedestrians and
those using wheeled mobility aids. In conformance with ADA, curb ramps are
required whenever an established pedestrian route crosses a curb.
INTERSECTION CROSSWALKS
Crosswalk standards generally follow the federal Manual on Uniform Traffic
Control Devices for Streets and Highways ( MUTCD) which is the State of
California's adopted design standard. Crosswalks are marked with painted lines
which must be at least 12 inches wide and not more than 24 inches wide and
extend across the full width of the pavement. Crosswalks at signalized
intersections are usually accompanied by pedestrian hardware, including push
buttons and signal heads telling pedestrians when to proceed through the
intersection. MUTCD guidelines specify that "crosswalks should be marked at all
intersections ". Engineering studies may be performed to determine if marked
crosswalks are warranted in a non - signalized intersection.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 11
MID -BLOCK AND UNCONTROLLED INTERSECTION CROSSINGS
A "mid - block' crossing is generally defined as a marked crossing located in the
middle of a block (between intersections) where no traffic controls exist. It is
also sometimes applied to marked crossings at uncontrolled intersections
(lacking signals, stop signs, and other traffic controls). Mid -block crossings that
are not signalized may be particularly hazardous for visually- impaired
pedestrians.
The MUTCD notes that cities should consider signalizing mid -block crossings
where the following conditions are met. Pedestrian volumes at the crossing
should be greater than 100 in a four -hour period, or greater than 190 in an single
hour. In addition, vehicle traffic should have fewer than 60 gaps per hour or
sufficient length to allow a pedestrian crossing, In these cases, mid -block
crossings may warrant traffic signals to control vehicle and pedestrian
movements. However, the MUTCD notes that mid -block crossings should not be
signalized if they are located within 300 feet of the nearest traffic signal, or if
they are located within 100 feet of a street controlled by a stop sign. In these
cases, adding a signal could disrupt traffic and lead to vehicle conflicts.
OTHER PEDESTRIAN AIDS
In addition to sidewalks, curb ramps, and crosswalks, other pedestrian aids are
available to make the environment safer and more convenient for walking. These
aids include pedestrian signs, push buttons, signal heads, audible signals,
countdown signal heads, and in pavement lighting. MUTCD guidelines provide
standards pedestrian warnings signs to alert drivers of pedestrian activity areas
and pedestrians crossings. Various eye- catching warnings signs are available.
Speed radar signs warn motorist of their speed.
Pedestrians push buttons and signal heads are important at signalized
intersections to aid pedestrians movement into the roadway. Push buttons are
activated by pedestrians and trigger a signal phrase for pedestrian crossing.
Signal heads display information to pedestrians about the signal phase. They
typically display the image of a walking figure in white lights and the image of a
raided hand in orange lights to signal when to proceed into the intersection.
Other signal heads include countdown numbers letting pedestrians know how
much time they have to cross the intersection. Audible signals are available as an
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 12
aid to visually- impaired pedestrians. In- pavement flashing lighting highlights
crosswalk markings and are lighted when the pedestrians pushes the push
button. Other lighting aids are available including flashing overhead yellow lights
extending on a mast arm over the street, typically accompanied by signage.
5. Analysis and Results
Based on the field investigation and data collected on traffic and pedestrian volumes
for a typical weekday, it appears that some traffic control devices for the pedestrian
crosswalk are already in place. These include vehicle stop lights, pedestrian walk
signals, and pedestrian crossing signage. The pedestrian volume also indicates that
there is a need for and use of the crosswalk. The traffic volume is not heavy enough
to be considered "unduly interrupted" by the use of the crosswalk.
The crosswalk is striped and painted red to identify it as a crosswalk for pedestrians.
Traffic lights are installed to stop vehicles when pedestrians are in the crosswalk.
Push buttons and signal heads are installed to motion pedestrians. Pedestrians "X-
Ped" signage hangs from the signal arm over the street alerting motorists that a
crosswalk is ahead. Pavement marking (a white line and "wait here" lettering)
delineates where vehicles are to stop to avoid encroaching into the crosswalk. A
roadway median provides an added safety refuge for pedestrians.
Signs are also installed at each end of the crosswalk, warning pedestrians using the
mid -block crosswalk to look for vehicles before entering the roadway. These signs
provide additional safety measures, important to a mid -block crosswalk where
motorists are not expecting a crosswalk, and where pedestrians may experience a
false sense of safety in the marked and signaled crosswalk.
Some safety impediments were observed. The area is heavily landscaped with large
trees along both sides of Walnut Grove Avenue and the median between the
northbound and southbound lanes. These large trees may obstruct the view of
pedestrians in the crosswalk. Additionally, the dark black color of the pavement and
the dark red color of the crosswalk separated by white lines may not provide
sufficient contrast between pavement color and crosswalk color. The moving traffic
may not be aware of the presence of the crosswalk and the signal control system,
particularly during unfavorable traffic and weather conditions.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 13
Pedestrian safety concerns at the crosswalk can be significantly minimized by
improving visibility of the crosswalk. The following recommendations are provided
for consideration:
1. Install Pedestrian X -walk Ahead sign (W11 -2 and W16 -9p) for traffic in both
directions 300 feet in advance of the crosswalk.
2. Install Pedestrian X -walk sign with Arrow Plate (W11 -2 and W16 -7p) at the
crosswalk (may be attached to the signal pole).
3. Reconstruct entire crosswalk area with bright decorative pavement material or
paint (or 12' wide vertical white line) to increase visibility.
4. Routinely trim and eliminate tree branches blocking the signal heads at the
crosswalk.
5. Install brighter street lights along with brighter and larger vehicle signal heads on
the mast arms and signal poles.
6. Consider installing bulb -outs (for approximately 8' of street width) at both ends
of crosswalk. This should reduce the 22 feet wide curbside lane to 14 feet, and
discourage traffic speeding and running the red lights.
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6. Additional Pedestrian Enhancements
In addition to the above recommendations to improve visibility of the mid -block
crosswalk, the following are other types of general pedestrian crosswalk
improvements that could be added to further improve safely at the study
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 14
crosswalk. Although current signal, signage, and pavement markings are
sufficient to alert drivers of the study crossing, additional features can further
calm traffic speeds and warn motorists of pedestrian activity, particularly at a
mid -block crossing.
CURB EXTENSIONS (BULB -OUTS)
Curb extensions, or bulb -outs, are a way to bring the curb closer into the
roadway and thus reducing the roadway width and the distance a pedestrian has
to cross to reach the other side. Curb extensions also increase drivers' visibility
and ability to spot pedestrians. Curb extensions can also be made by painted
pavement. Walnut Grove Avenue is a two -lane roadway in both direction with
no parking. This type of curb extension for Walnut Grove Avenue could include
striped painted pavement to simulate a raised curb. The striped pavement can
narrow the traffic lanes at the crosswalk without eliminating a lane. Traffic will
slow at the crosswalk and the distance across the crosswalk will shorten
improving pedestrian safety.
LIGHTED BOLLARDS
Lighted bollards are vertical posts extending from the ground, approximately
three or four feet high, that both mark and light a walkway. Bollards can be
strategically placed to alert both pedestrians and motorists of the crosswalk.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 15
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PEDESTRIAN AND EARLY WARNING SIGNS
As recommended above, early warning pedestrian signs can be installed to alert
motorists in advance of the pedestrian crossings. Various early warnings can tell
the driver how far ahead the crossing is as illustrated below.
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ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 16
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LARGER SIGNAL HEADS
New, and larger, signal heads could be installed. Although the current signal
heads are sufficient, larger heads would better caution motorists to stop at
crosswalk.
HIGH VISIBILITY CROSSING STRIPING
High visibility crossing striping includes special paint materials and reflective
additives that make the crosswalk pavement markings and striping more visible.
Crosswalks can also be include the "ladder" striping as shown below.
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PEDESTRIAN LIGHTING
Pedestrians scale lighting can be installed at each end of the crosswalk at the
median to illuminate the crosswalk and to help mark the area as a pedestrian
crosswalk. Pedestrian scale lighting is characterized by shorter light poles, such
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 17
as 15 -foot tall posts instead of standards roadway lamp posts, lower levels of
illumination, and shorter spacing between lamps.
ROSEMEAD, Walnut Grove Pedestrian Crosswalk Study Page. 18