TC - Item 3B - Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
R OSEMEAD T RAFFIC C OMMISSION
S TAFF R EPORT
TO:TRAFFIC COMMISSION
FROM:MICHAEL CHUNG, P.E., DIRECTOR OF PUBLIC WORKS
DATE:NOVEMBER4,2021
SUBJECT:TRAFFIC REVIEW ON HERSHEY STREET BETWEEN DEL MAR
AVENUE AND KELBURN AVENUE
SUMMARY
On behalf of the City of Rosemead, engineering staff completed a traffic review and recommended
appropriate measures on Hershey Street Between Del Mar Avenue and Kelburn Avenue.
The City of Rosemead received a resident request to evaluate installation of speed humps along
Hershey Street between Del Mar Avenue and Kelburn Avenue.
ANALYSIS
The traffic review included an analysis of the existing roadway conditions, a review of
approximately 5.5 years of available collision data, an average daily traffic count (ADT), a 24-
hour speed survey as well as an examination of the field conditions. The placement of all traffic
control devices is dictated by engineering judgment and based on guidelines found in the
CAMUTCD (California Manual on Uniform Traffic Control Devices) and the CVC (California
Vehicle Code).
Hershey Street: Within the City of Rosemead, Hershey Street runs east and west and is considered
a local road with a prima facie speed limit of 25 mph. Hershey Street runs between Del Mar
Avenue and Kelburn Avenue. Hershey Street is stop controlled at Brighton Street. Hershey Street
is approximately 35 feet wide with one lane in each direction and no marked centerline. Parking
is available on the north and south side of the street except during street sweeping. The street is
posted with No Truckssigns. This segment of Hershey Street travels through medium density
residential zoning, per the Rosemead General Plan.
City Traffic Commission Meeting
November 4, 2021
Page 2 of 4
Del Mar Avenue: Within the City of Rosemead, Del Mar Avenue runs north and south and is
considered a minor arterial road by the California Road Functional Classification Maps with a
posted speed limit of 35 mph. Del Mar Avenue is approximately 64 feet wide with two lanes of
travel in each direction and a double yellow center line. Parking along the east and west side of
Del Mar Avenue is permitted where the curbs are not marked red. Del Mar Avenue is posted with
no parking on City streets for private tour buses (R.M.C 10.24.060). This segment of Del Mar
Avenue runs through a mix use of commercial and industrial zoning per the Rosemead General
Plan.
Brighton Street: Within the City of Rosemead, Brighton Street runs north and south and is
considered a local road by the California Road Functional Classification Map, with a prima facie
speed limit of 25 mph. Brighton Street is approximately 35 feet wide with one lane of travel in
each direction and no marked center line. Parking is available on the east and west side of Brighton
Street except during street sweeping. Brighton Street is stop controlled on Hershey Street. This
segment of Brighton Street travels through medium density residential zoning, per the Rosemead
General Plan.
Kelburn Avenue: Within the City of Rosemead, Kelburn Avenue runs north and south and is
considered a local road by the California Road Functional Classification Map, with a prima facie
speed limit of 25 mph. Kelburn Avenue is approximately 35 feet wide with one travel lane in each
direction and no marked center line. Parking is available on the east and west side of Kelburn
Avenue except during street sweeping. This segment of Kelburn Avenue travels through medium
density residential zoning and towards open space zoning per the Rosemead General Plan.
Collision data was obtained from the computerized collision records system maintained by the
State of California called the Statewide Integrated Traffic Records Systems (SWITRS). A review
of available collisions that were reported to SWITRS along the segment of Hershey Street between
Del Mar Avenue and Kelburn Avenue was conducted over approximately a 5.5-year period
between January 2016 through October 2021 (available data at the time of traffic review).
According to the review of the collision history per the SWITRS analysis it can be seen that there
was a total of 10 collisions reported within the 5.5-year period, with four of those collision
appearing to have occurred on Hershey Street or at the intersections, where all other collisions
occurred on the intersecting streets as the primary road of Del Mar Avenue and Brighton
Boulevard.
Average Daily Traffic (ADT) data was obtained from counts taken on September 9th, 2021 for
Hershey Street between Brighton Street and Kelburn Avenue. All counts were taken when schools
were open and back in session. The ADT was determined to be 319 vehicles per day (vpd).
City Traffic Commission Meeting
November 4, 2021
Page 3 of 4
To assess the speed at which vehicles were traveling along Hershey Street, speed samples were
taken over a 24-hour period on September 9th, 2021. Based on the Radar Speed Survey, the 85th
percentile speed of vehicles along Hershey Street between Brighton Street and Kelburn Avenue
was determined to be 31 mph. This translates to mean that 85 percent of the vehicles sampled were
traveling at 31 mph or below, which is slightly above the speed limit of 25 mph.
The City of Rosemead does not have a speed hump policy. In October of 2010, a Draft
Neighborhood Traffic Management Plan (NTMP) was brought before the Traffic Commission for
discussion and review. Upon analysis by the City, Speed Humps were not a recommended measure
for the City to consider at that time. Therefore, as part of this review, other traffic calming measures
were evaluated in the traffic analysis and recommendations.
STAFF RECOMMENDATION
After a thorough review of existing field and traffic conditions and per the California Manual on
Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on the
traffic review and engineering judgement, it was determined that the segment along Hershey Street
between Del Mar Avenue and Kelburn Avenue would benefit from a combination from installation
of speed limit signs and upgrades to the existing stop sign locations.
A detailed traffic report and proposed figure diagram is attached as Attachment A to this staff
report, please refer to the proposed diagram (Figure 4) in the attachment.
Below is a detailed list of the recommendations, these improvements are also shown on Figure 4
of Attachment A:
1. NEW SPEED LIMIT SIGNAGE: Install two (2) 25 mph speed limit (R2-
for both directions of travel (east/west) along Hershey Street as vehicles enter the segment
from Del Mar Avenue and Kelburn Avenue as shown in Figure 4 and as follows:
a. Speed Limit sign should be installed on the southside of Hershey Street (for EB)
approximately 220-feet east of Del Mar Avenue, on the existing street light post.
b. Speed Limit sign should be installed on the northside of Hershey Street (for WB)
approximately 170-feet west of Kelburn Avenue before the power pole on its own post.
2. EXISTING STOP LOCATION UPGRADE: Install the following items at each existing
stop sign location (4 locations) along Hershey Street at Del Mar Avenue, Brighton Street, and
Kelburn Avenue
a. Red Reflective Strip: Install red reflective strips on the stop sign post.
City Traffic Commission Meeting
November 4, 2021
Page 4 of 4
b. Stop Sign: Remove and replace the existing faded stop signs with new stops signs (R1-1)
c. Plaque: -4P) underneath each of the
new stop signs.
d. S
each of the existing top sign locations.
Prepared by:
Jana Robbins, Contract Traffic Engineering Division
Attachments:
A. Attachment A Technical Traffic Engineering Report
�i
TRANSTEch
TO: City of Rosemead, Department of Public Works
FROM: Traffic Engineering, Transtech Engineers, Inc.
DATE: October 25, 2021
SUBJECT: Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
INTRODUCTION
The City of Rosemead received a resident request to evaluate installation of speed humps along Hershey
Street between Del Mar Avenue and Kelburn Avenue. In response to this request and on behalf of the
City, engineering staff completed a traffic review and recommended appropriate measures on Hershey
Street Between Del Mar Avenue and Kelburn Avenue. The City of Rosemead currently does not have a
speed hump policy, therefore other traffic calming measures were evaluated as part of the traffic
engineering recommendations. The traffic review included an analysis of the existing roadway conditions,
a review of approximately 5.5 years of available collision data, an average daily traffic count (ADT), a 24-
hour speed survey as well as an examination of the field conditions.
Figure 1: Vicinity Map
EXISTING CONDITIONS
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 1 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
Hershey Street: Within the City of Rosemead, Hershey Street runs east and west and is considered a local
road with a prima facie speed limit of 25 mph. Hershey Street runs between Del Mar Avenue and Kelburn
Avenue. Hershey Street is stop controlled at Brighton Street. Hershey Street is approximately 35 feet wide
with one lane in each direction and no marked centerline. Parking is available on the north and south side
of the street except during street sweeping. The street is posted with No Trucks signs. This segment of
Hershey Street travels through medium density residential zoning, per the Rosemead General Plan.
Del Mar Avenue: Within the City of Rosemead, Del Mar Avenue runs north and south and is consider a
minor arterial road by the California Road Functional Classification Maps with a posted speed limit of 35
mph. Del Mar Avenue is approxiamtely 64 feet wide with two lanes of travel in each direction and a double
yellow center line. Parking along the east and west side of Del Mar Avenue is permitted where the curbs
are not marked red. Del Mar Avenue is posted with no parking on City streets for private tour buses (R.M.0
10.24.060). This segment of Del MarAvenue runs through a mix use of commercial and industrial zoning
per the Rosemead General Plan.
Brighton Street: Within the City of Rosemead, Brighton Street runs north and south and is considered a
local road by the California Road Functional Classification Map, with a prima facie speed limit of 25 mph.
Brighton Street is approximately 35 feet wide with one lane of travel in each direction and no marked
center line. Parking is available on the east and west side of Brighton Street except during street sweeping.
Brighton Street is stop controlled on Hershey Street. This segment of Brighton Street travels through
medium density residential zoning, per the Rosemead General Plan.
Kelburn Avenue: Within the City of Rosemead, Kelburn Avenue runs north and south and is considered a
local road by the California Road Functional Classification Map, with a prima facie speed limit of 25 mph.
Kelburn Avenue is approximately 35 feet wide with one travel lane in each direction and no marked center
line. Parking is available on the east and west side of Kelburn Avenue except during street sweeping. This
segment of Kelburn Avenue travels through medium density residential zoning and towards open space
zoning per the Rosemead General Plan.
Figure 2: Existing Conditions on Hershey Street
A IL
gin
HershW St
LEGEND
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 2 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
I0rill 01.1*1I11MdMd_1 M
Del Mar Ave
Eastbound along Hershey Street from Del
Mar Avenue
Westbound along Hershey Street toward
Brighton Street
e3
i
Kelburn Ave "wl
1
Eastbound along Hershey Street toward
Br gh[on St
= i
Eastbound along Hershey Street toward
Brighton Street
:r, i4
Eastbound along Hershey Street from
Brighton Street
x
Westbound along Hershey Street from
Kelburn Avenue
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 3 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
COLLISION INVESTIGATION
Collision data was obtained from the computerized collision records system maintained by the State of
California called the Statewide Integrated Traffic Records Systems (SWITRS). A review of available
collisions that were reported to SWITRS along the segment of Hershey Street between Del Mar Avenue
and Kelburn Avenue was conducted over approximately a 5.5 -year period between January 2016 through
October 2021 (available data at the time of traffic review). Based on the information provided, a summary
breakdown of the number of collisions within the studied segment are listed below and shown in Table 1.
2021-1 collision
2020 — 2 collisions
2019 — 2 collisions
2018 — 3 collisions
2017 —1 collision
2016 —1 collision
Table 1: Hershey Street between Del Mar Avenue and Kelburn Avenue
According to the review of the collision history per the SWITRS analysis it can be seen that there was a
total of 10 collisions reported within the 5.5 -year period, with four of those collision appearing to have
occurred on Hershey Street or at the intersections, where all other collisions occurred on the intersecting
streets as the primary road of Del Mar Avenue and Brighton Boulevard.
Of the 10 reported collisions, 2 were with a fixed object, 1 involved a pedestrian, and 7 involved motor
vehicles only. Of these 10 collisions, 2 were due to unsafe speed, 3 involved R -O -W Auto, 1 involved an
improper turn, 1 involved R -O -W Pedestrian, and 3 were not specified. Please refer to Figure 3 for a visual
representation of the collisions along Hershey Street between Del Mar Avenue and Kelburn Avenue during
the selected period.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 4 of 11
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MSIXAXR
According to the review of the collision history per the SWITRS analysis it can be seen that there was a
total of 10 collisions reported within the 5.5 -year period, with four of those collision appearing to have
occurred on Hershey Street or at the intersections, where all other collisions occurred on the intersecting
streets as the primary road of Del Mar Avenue and Brighton Boulevard.
Of the 10 reported collisions, 2 were with a fixed object, 1 involved a pedestrian, and 7 involved motor
vehicles only. Of these 10 collisions, 2 were due to unsafe speed, 3 involved R -O -W Auto, 1 involved an
improper turn, 1 involved R -O -W Pedestrian, and 3 were not specified. Please refer to Figure 3 for a visual
representation of the collisions along Hershey Street between Del Mar Avenue and Kelburn Avenue during
the selected period.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 4 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
Figure 3: Collision Diagram, Hershey Street between Del Mar Avenue and Kelburn Avenue
LEGEND
3
Y
9
_ p
F — —
ALL COLLISIONS
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- TOTAL 10
_ .DuR Language Magnet Aademy - CRASHES
AVERAGE DAILY TRAFFIC (ADT)
-
#N
Crash Type
#�
Non 4etl&Bke
Crashes
Lblrs ons/L1asM1e9
o
Fatality lOeath)
0
Severe Injury �
0
Inlury -Other 49
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Visible
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nlury-
Complaint of
0
Pain
Property
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DamageOnly
Total
9
PED&BIKE-
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Crashes
late fN (Death)
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i t
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v-
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Property
o
Damage Only
Total
1
Average Daily Traffic (ADT) data was obtained from counts taken on September 9`", 2021 for Hershey
Street between Brighton Street and Kelburn Avenue. All counts were taken when schools were open and
back in session. A summary of ADT data is shown below in Table 2: Average Daily Traffic (ADT). The ADT
summary is attached (Attachment 1) at the end of the report.
Table 2: 2021 Average Daily Traffic (ADT)
Location Vehicles per Day I vi
Hershey Street between Brighton Street and Kelburn Avenue 319
RADAR SPEED SURVEY
To assess the speed at which vehicles were traveling along Hershey Street, speed samples were taken
over a 24-hour period on September 9`", 2021. Based on the Radar Speed Survey, the 85`" percentile speed
of vehicles along Hershey Street between Brighton Street and Kelburn Avenue was determined to be 31
mph. This translates to mean that 85 percent of the vehicles sampled were traveling at 31 mph or below,
which is slightly above the speed limit of 25 mph. Table 3 below shows the September 9`", 2021 speed
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 5 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
survey results. A further review of the speed data showed that of the 319 vehicles surveyed, 41 vehicles
traveled between 35 mph to 45 mph, the speed survey determined that no vehicles surveyed were
traveling in excess of 45 mph on this street segment. The speed summary is attached (Attachment 2) at
the end of the report.
Table 3: Radar Speed Survey along Hershey Street between Del Mar Avenue and Kelburn Avenue
Dir. of
Date/Time of
Location
85%ile Speed
Posted Limit MPH
Travel
Survey
Hershey Street between
09/09/21
Brighton Street and Kelburn
EB/WB
31
25
24-hour
Avenue
TRAFFIC CALMING DEVICES AND STRATEGIES
Traffic calming is the process of reducing vehicle speeds using both passive devices, such as signs and
striping, and physical devices such as changes in road elevation or path. As part of this study, traffic
speeds, collisions and traffic volumes were used to assess existing conditions along this segment. The
type, design and placement of traffic calming devices depend upon the road classification, desired traffic
speed and types of traffic issues along Hershey Street between Del Mar Avenue and Kelburn Avenue.
A single traffic calming device placed along a long stretch of road will be marginally effective at slowing
down speed at that isolated location. Implementation of a series of traffic calming devices that work
together have been shown to reduce traffic speeds along the length of the corridor. There are various
traffic calming measures that can reduce the flow and speed of traffic on a street.
The following is a list of common traffic calming measures that can be installed to aid in slowing traffic:
1) Traffic Education Campaign: This consists of flyers, neighborhood meetings, banners and other
notices to assist in making the public aware of the traffic conditions in a certain area.
2) Signage and Pavement Legends: Modifying the signage along the road or change the striping to
narrow travel lanes to effectively slows speeds by changing the travel environment. Signs alert the
Driver to their speed, such as larger speed limit signs or a speed feedback sign. Too many signs can
have an opposite effect on traffic. Therefore, usage of signs should be subject to careful consideration
and compliance with local and regional standards.
3) Larger Dimension Signs: Installation of larger dimensioned signage are recommended as treatments
to increase the motorist's awareness and other Driver conditions by highlighting various areas of the
roadway. All sign dimensions should comply with the dimensions specified in the California Manual of
Uniform Traffic Control Devices (CAMUTCD) Table 213-1 Regulatory Sign and Plaque Sizes. The larger
sizes are shown in the multi -lane column as 36"x36" for stop signs and 30"x36" for speed limits.
z CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 6 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
Table 2B-1. Regulatory Sign and Plague Sizes (Sheet 1 of 4)
5) Radar Feedback Signs: Radar feedback signs are an effective way to alert Drivers of their speed. The
speed of each passing vehicle is taken and displayed next to the posted speed limit.
6) Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
SPEED HUMP POLICY
The City of Rosemead does not have a speed hump policy. In October of 2010, a Draft Neighborhood
Traffic Management Plan (NTMP) was brought before the Traffic Commission for discussion and review.
Upon analysis by the City, Speed Humps were not a recommended measure for the City to consider at
that time. Therefore, as part of this review, other traffic calming measures were evaluated in the traffic
analysis and recommendations. The installation of speed humps is intended to reduce speeding vehicles
in residential neighborhoods. Speed humps and other pavement undulations are not approved traffic -
control devices as defined in the California Manual on Uniform Traffic Control Devices
(CAMUTCD).
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 7 of 11
Comren oval Road
1
DesignationSign or Plaque Deslnation
Section Single) Multi-
expressway
Freeway
Minimum Oversized
Lane 1 Lane
1
Stop RI -1
28.05 11 30x30.1
I 36x36
1 36x36
30x30• 48x48
Speed Limit R2-1
2B.13 24 x 30' 1
30 x 36
1 36 x 48
48 x 60
18 x 24' 30 x 36
5) Radar Feedback Signs: Radar feedback signs are an effective way to alert Drivers of their speed. The
speed of each passing vehicle is taken and displayed next to the posted speed limit.
6) Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
SPEED HUMP POLICY
The City of Rosemead does not have a speed hump policy. In October of 2010, a Draft Neighborhood
Traffic Management Plan (NTMP) was brought before the Traffic Commission for discussion and review.
Upon analysis by the City, Speed Humps were not a recommended measure for the City to consider at
that time. Therefore, as part of this review, other traffic calming measures were evaluated in the traffic
analysis and recommendations. The installation of speed humps is intended to reduce speeding vehicles
in residential neighborhoods. Speed humps and other pavement undulations are not approved traffic -
control devices as defined in the California Manual on Uniform Traffic Control Devices
(CAMUTCD).
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 7 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
RECOMMENDATIONS
After a thorough review of existing field and traffic conditions and per the California Manual on Uniform
Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on the traffic review and
engineering judgement, it was determined that the segment along Hershey Street between Del Mar
Avenue and Kelburn Avenue would benefit from a combination from installation of speed limit signs and
upgrades to the existing stop sign locations. The improvements are listed below and shown on Figure 4.
1. NEW SPEED LIMIT SIGNAGE: Install two (2) 25 mph speed limit (112-1) signs (30"x36") for both
directions of travel (east/west) along Hershey Street as vehicles enter the segment from Del
Mar Avenue and Kelburn Avenue as shown in Figure 4 and as follows: SPEED
LIMIT
a. Speed Limit sign should be installed on the southside of Hershey Street (for EB)
approximately 220 -feet east of Del Mar Avenue, on the existing street light post. G
b. Speed Limit sign should be installed on the northside of Hershey Street (for WB)
approximately 170 -feet west of Kelburn Avenue before the power pole on its own post. Speed Limit
(112-1) Sign
2. EXISTING STOP LOCATION UPGRADE: Install the following items at each existing stop sign
location (4 locations) along Hershey Street at Del Mar Avenue, Brighton Street, and Kelburn
Avenue 9
a. Red Reflective Strip: Install red reflective strips on the stop sign post. 7777,
b. Stop Sign: Remove and replace the existing faded stop signs with new stops signs (111-1) If
(36"x36").
c. Plaque: Install "Cross Traffic Does Not Stop" plaques (W4 -4P) underneath each of the new Combination Stop
Sign (111 1), Cross
stop signs. Traffic Does Not
Stop (Nal M),
d. "STOP" Bar and Pavement Legend: Refresh the STOP" bar and pavement legend at each Reflective Strip
of the existing top sign locations.
Figure 4: Proposed Recommendations Diagram
so
Hersheys �..
2 t ;f - g+ l 2
1
v
LEGEND In two (2) 25 mph speed limit (R2-1) Install the following items at each existing stop sign location (4
O
SPEED signs (30"x36") for both directions of 2 locations) along Hershey Street at Del Mar Avenue, Brighton
LAIMIT
® /C travel least/west) he se Hershey Street Street, and Kelburn Avenue: Red Reflective Strips ss Post;
!�J as vehicles enter the segment from Del replacement of STOP sign with new STOP sign; "Cross Traffic
Mar Avenue and Kelburn Avenue. Does Not STOP" plaque underneath, and refresh the STOP bar
and pavement legend.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 8 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
ATTACHMENTS
1. Average Daily Traffic (ADT) Counts:
a. Hershey Street between Brighton Street and Kelburn Avenue
2. Speed Survey
a. Hershey Street between Brighton Street and Kelburn Avenue
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 9 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
Attachment 1: ADT Counts, Hershey Street between Brighton Street and Kelburn Avenue
Prepared by NDSIATD
Prewre4 E9 NaRonal DaH 6 aumyM9 aerv¢es
VOLUME
Hershey St Bet. Brighton St & Kelburn Ave
Day: Thursday
Date: 9/9/2021
CHy: Rosemead
Proleol CA21_020236_001
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 10 of 11
DAILYTOTALS
D
166
0
153
319
AM Period
1413
S13
EB
TOTAL
TOTAL
00:00
a
0
1
03
l
12:00
0
0
5
2•
7
00:15
0
0
1
0
]
12:15
0
0
2
1
3
00:30
0
0
0
1
1
12:30
0
0
2
2
4
0045
0
0
1
3
1 2
2
5
12:,15
0
0
3
12
1 6
4
18
01:00
0
0
2
0
2
13-00
0
0
2
3
5
01:15
0
0
a
0
Lias
a
0
2
2
4
01:300
0
1
0
1
13:30
0
0
1
3
4
01:45
0
0
0
3
0
3
13:45
0
0
2
7
0 8
2
15
02:00
0
0
0
0
14110
0
0
2
6
8
02:15
0
0
a
1
1
14x5
a
0
3
1
4
02:30
0
0
1
0
1
14:30
0
0
3
3
6
02:45
0
0
1
2
0 1
1
3
14:,15
0
0
7
15
2 12
9
27
o3:00
0
0
0
0
15:00
0
0
2
1
3
03:15
0
0
1
1
2
15:15
0
0
3
2
5
03:30
0
0
0
0
15:30
0
0
3
3
6
03:45
0
0
0
1
0 1
2
15:45
0
0
0
8
4 10
4
18
04:000
0
1
0
1
16:00
0
0
1
2
3
04:15
0
0
0
0
16:15
p
0
2
1
3
04:30
0
0
0
1
1
16:30
0
0
1
5
6
04:45
0
0
0
1
1 2
1
3
16:45
0
0
5
9
2 10
7
19
o5:00
0
0
0
0
17110
0
0
3
4
7
05:15
0
0
1
0
1
17:15
a
0
3
1
4
05:30
0
0
1
1
2
17:30
0
0
2
3
5
05-05
0
0
0
2
1 2
1
4
17:45
0
0
4
12
2 10
6
22
o6:00
0
0
0
0
18110
a
0
2
1
3
06:15
0
0
0
0
18:15
0
0
2
2
4
06:30
0
0
0
3
3
18:30
0
0
6
2
8
06:45
0
0
0
2 5
2
5
16:45
0
0
2
12
3 8
5
20
07:00
0
0
5
3
8
19110
a
0
4
3
7
07:15
0
0
4
0
4
19:15
0
0
3
2
5
07:30
0
0
4
5
9
19:30
0
0
2
0
2
07:45
0
0
1
14
1 9
2
23
19:45
0
0
0
9
4 9
4
18
o8:W
0
0
4
2
6
20:00
0
0
3
3
6
08:15
0
0
2
5
7
20:15
0
0
1
1
2
08:30
0
0
2
3
5
20:30
0
0
1
1
2
08:45
0
0
2
30
5 15
7
25
20:45
0
0
3
8
2 7
5
15
o9:00
0
0
1
2
3
21110
0
0
1
2
3
09:15
0
0
3
4
7
21:15
0
0
2
1
3
09:30
0
0
4
1
5
21:30
0
0
2
0
2
09:45
0
0
2
30
1 8
3
18
21:45
0
0
0
5
2 5
2
10
10:00
0
0
2
0
2
22110
0
0
3
4
7
10:15
0
0
1
0
1
22:15
0
0
0
0
10:30
0
0
1
1
2
2230
0
0
0
2
2
10:45
0
0
a
4
2 3
2
7
22:45
0
0
3
6
1 7
4
13
11:00
a
0
2
0
2
23110
0
0
1
0
1
11:15
0
0
1
3
4
23:15
0
0
0
1
1
11:30
0
0
6
2
8
23:30
0
0
2
1
3
11:45
0
0
1
30
5 10
6
20
23:45
0
0
0
3
1 3
1
6
TOTILLS
58
118
TDTAL$
106
95
201
SPLIT%
1
508%
49.2%
37.0%
SPLIT%
52.7%
47.3%
63.0%
DAILYTOTALS
AM Peak Hour
0100
moo
W:W
PM Peak Hour
14-00
14:W
14,00
Pm Pk volume
Le
15
25
PM Pk Volume
35
12
27
Pk Hr Factor
0700
0750
0.893
Pk He Factor
0536
05W
0.750
7-9Volume
24
74
48
4 -.Volume
21
20
41
7-9 Peak Hour
6]00
08:66
090,1
4-6 Peak Hour
1645
16:15
1630
7-9 Pk Volume
14
15
25
46Pk Volume
13
12
U
Pk He Fx4or
017W
0.756
0.893
Pk Hr Near
0.650
0600
0.857
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 10 of 11
Traffic Review on Hershey Street Between Del Mar Avenue and Kelburn Avenue
Attachment 2: Speed Survey, Hershey Street between Brighton Street and Kelburn Avenue
Pm..„ P.ma.,.—m.P--
SPEED
Hershey St Bet. Brighton St & Kelburn Ave
Day: mursd,
Date: 9/9/2021
Summary
any: Rosemead
Prolesi P: CA21_020236_001
AMVowmes
zs
z8
m
z6
18
0
1
0
o
a
o
o
1
118
00:00 AM
1
1
2
0
1
0
0
0
0
0
0
0
0
5
01:00
1
1
l
0
0
0
0
0
0
0
0
0
0
3
02:00
0
1
I
1
0
0
0
0
0
0
0
0
0
3
03:00
0
0
0
1
0
0
1
0
0
0
0
0
0
2
04:00
2
0
0
1
0
0
0
0
0
0
0
0
0
3
Os:OO
1
1
0
0
2
0
0
0
0
0
0
0
0
4
06:00
0
1
2
2
0
0
0
0
0
0
0
0
0
5
07:00
8
6
-
2
1
0
0
0
0
0
0
0
0
23
00:00
4
8
-
3
5
0
0
0
0
0
0
0
0
25
09:00
3
5
0
5
5
0
0
0
0
0
0
0
0
18
10:00
0
1
I
3
2
0
0
0
0
0
0
0
0
7
11:00
5
3
2
8
2
0
0
0
0
0
0
0
0
20
12-0 PM
2
3
4
6
2
1
0
0
0
0
0
0
0
18
13:00
4
2
2
3
3
1
0
0
0
0
0
0
0
1s
14:00
4
3
11
4
3
2
0
0
0
0
0
0
0
27
15:00
0
3
4
9
0
2
0
0
0
0
0
0
0
18
16:00
1
4
-
4
3
2
0
0
0
0
0
0
0
19
17:00
7
7
4
2
1
1
0
0
0
0
0
0
0
22
18:00
4
3
6
4
2
1
D
0
0
0
0
D
0
20
19:00
2
4
6
2
3
1
0
0
0
0
0
0
0
10
20:00
6
2
1
5
1
0
0
0
0
0
0
0
0
15
21:00
3
1
l
3
2
0
0
0
0
0
0
0
0
30
22:00
6
2
3
1
1
0
0
0
0
0
0
0
0
13
23:00
1
1
2
1
1
0
0
0
0
0
0
0
0
6
x orronlo
z.l
x.l
22%
22'
71
3%
oX
IaG%
AMVowmes
zs
z8
m
z6
18
0
1
0
o
a
o
o
1
118
%AM
AM Peak Hour
.100
0840
07 M
v{0
0800
03m
08UJ
Volume
8
8
8
5
25
PMVOlumee
40
35
09
44
22
11
0
0
o
o
0
0
)
101
.PM
13%
1]%
15%
14%
J%
3%
r3%
PM Peak Hour
17.
17.
14oa
15.1
13W
1420
14W
Volume
1
7
li
9
3
z
17
Directional Peak Periods
AM 7-9
NOON 12-2
PM 4-6
ONPeak Volumes
AIISIReds
Volume
%
Volume
%
Volume
%
Volume
%
48
15%
33
10%
41
13%
197
62%
15th
50th
Average
85tk
=95th
ADT
Hershey 5t
Summary
12
22
22
31
35
319
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 11 of 11