TC - Item 3B - Traffic Review at the Intersection of Hart Avenue and Steele Street
R OSEMEAD T RAFFIC C OMMISSION
S TAFF R EPORT
TO: TRAFFIC COMMISSION
FROM: MICHAEL CHUNG, P.E., DIRECTOR OF PUBLIC WORKS
DATE: OCTOBER 6, 2022
SUBJECT: TRAFFIC REVIEW AT THE INTERSECTION OF HART AVENUE AND
STEELE STREET
SUMMARY
On behalf of the City of Rosemead, engineering staff completed a traffic review and recommended
appropriate traffic improvements at the intersection of Hart Avenue and Steele Street.
The City of Rosemead received a resident request to conduct a traffic review at the intersection of
Hart Avenue and Steele Street due to reported speeding concerns and to consider placing an all-
way stop at the intersection. In response to this request and on behalf of the City, engineering staff
completed a traffic review and recommended appropriate measures at this intersection.
ANALYSIS
The traffic review included an analysis of the existing roadway conditions, a review of
approximately 3 years of available collision data, an ADT (Average Daily Traffic) count as well
as a 24-Hour Speed Survey, as well as an examination of existing field conditions.
Existing Conditions:
Hart Avenue: Hart Avenue is a north-south major collector road. Hart Avenue is approximately
36’ (feet) wide with a Prima Facie speed limit of 25 MPH and one lane in each direction with
approximately 50’ (feet) of double yellow centerline located along Hart Avenue, south of Valley
Boulevard. Parking is allowed along the east side and west side of Hart Avenue except for areas
marked with red curb, and on Wednesdays from 10AM to 2PM due to street sweeping. Land use
along this segment of Hart Avenue is a mixture of Medium Commercial and Single Family
Residential.
City Traffic Commission Meeting
October 6, 2022
Page 2 of 4
Steele Street: Steele Street is an east-west local road. Steele Street is 36’ (feet) wide with a posted
speed limit of 25 MPH and one lane in each direction with no marked centerline. Steele Street
intersects with Hart Avenue at a two-way Stop controlled intersection. Parking along the north
side and south side of Steele Street is allowed except for areas marked with red curb, and on
Wednesdays from 10AM to 2PM due to street sweeping. Land use along Steele Street is primarily
Single Family Residential.
Collision Investigation: A Collision History Analysis and investigation was conducted for the
subject location. Collision data was obtained from the computerized collision records system
maintained by the State of California called the Statewide Integrated Traffic Records Systems
(SWITRS). The collision analysis was conducted over approximately a 3-year period between
August 2020 through August 2022 (available data at the time of traffic review). The analysis
included a review of all collisions that occurred within 250-feet from the intersection of Hart
Avenue and Steele Street. Based on the data, there were no reported collision that occurred at this
location.
Average Daily Traffic (ADT): Average Daily Traffic (ADT) data was obtained from counts taken
on February 3rd, 2022, for both Steele Street and Hart Avenue. All counts were taken when schools
were open and back in session. Steele Street West of Hart Avenue carries 559 vehicles per day and
Steele Street East of Hart Avenue carries 582 vehicles per day per the ADT counts. Hart Avenue
South of Steele Street carries 783 vehicles per day per the ADT count.
Speed Survey: To assess the speed at which vehicles are traveling along the intersection of Hart
Avenue and Steele Street, speed samples were taken on February 3rd, 2022. The 85th percentile
speed of vehicles traveling along Hart Avenue, south of Steele Street was at 27 mph. This translates
to mean that 85 percent of the vehicles sampled are traveling at 27 mph or below with 85% above
27 mph which is just slightly the posted speed limit of 25 mph.
All-Way Stop Control Analysis: As part of this review the resident requested the City to consider
placing all-way stop control at the intersection of Hart Avenue and Steele Street. Traffic control
devices work in concert with the basic “rules of the road” contained in traffic laws and ordinances.
The California Manual on Uniform Traffic Control Devices (CAMUTCD Section 2B.07)
describes applications, warrants, and placement of STOP signs (R1-1). Stop signs are not used as
a speed control device and should be used only where warranted. The placement of these signs is
dictated by engineering judgment and based on guidelines found in the CAMUTCD and CVC. The
criteria for determining if two-way or all-way stop control is warranted is based on a minimum
volume on each of the street approaches, accident investigation, speed of traffic, number of
pedestrians and potential sight obstructions. Multi-way stop control is used where the volume of
traffic on the intersecting roads is equal.
City Traffic Commission Meeting
October 6, 2022
Page 3 of 4
As a part of this study, a stop sign installation analysis review of the intersection of Hart Avenue
and Steele Street was conducted. Based on the analysis and field review conducted it was
determined that the intersections did not meet the warrants for the installation of All-Way STOP
control.
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 intersection of Hart Avenue
and Steele Street would benefit from a combination of improvements that include the installation
of speed limit signs, refresh of stop bars and stop legends as well as warnings signs alerting drivers
that CROSS TRAFFIC DOES NOT STOP.
Please refer to Figure 3 in Attachment A for a conceptual exhibit representation of the proposed
recommendations.
These improvements include:
1.Install 25MPH speed limit sign and Pavement Legend for NB and SB travel along Hart
Avenue.
Install25MPH speed limit sign (R2-1) (30”x36”) and Pavement Legend on the north
east corner of Hart Avenue and Guess Street, approx. 30 feet north of Guess Street, for
NB travel along Hart Avenue. Per CAMUTCD 2B.13.
Install 25MPH speed limit sign (R2-1) (30”x36”) and Pavement Legend on the south
west corner of Hart Avenue and Valley Boulevard, approx. 30 feet south of Valley
Boulevard, for SB travel along Hart Avenue. Per CAMUTCD 2B.13.
2. Repaint “STOP” pavement legend and stop bar at the intersection of Steele Street
and Hart Avenue.
Repaint existing “STOP” pavement legend and stop bar located at the intersection
of Steele Street and Hart Avenue. Per CAMUTCD Section 3B.20.
3. Install CROSS TRAFFIC DOES NOT STOP plaque beneath the existing STOP signs
located at the intersection of Steele Street and Hart Avenue.
City Traffic Commission Meeting
October 6, 2022
Page 4 of 4
Install CROSS TRAFFIC DOES NOT STOP PLAQUE (W4-4P) on the existing
Stop signposts located at the intersection of Steele Street and Hart Avenue, for WB
& EB travel along Steele Street. Per CAMUTCD Section 2C.59
A detailed traffic report and proposed figure diagram is attached as Attachment A to this staff
report, please refer to the proposeddiagramin the attachment.
Prepared by:
Jana Robbins, Contract Traffic Engineering Division
Attachments:
A. Attachment A – Technical Traffic Engineering Report
TRANSTECFI
TO:
City of Rosemead, Public Works Department
FROM:
Traffic Engineering, Transtech Engineers, Inc.
DATE:
October 6, 2022
SUBJECT:
Traffic Review at the Intersection of Hart Avenue and Steele Street
The City of Rosemead received a resident request to conduct a traffic review at the intersection of Hart
Avenue and Steele Street to evaluate a resident request to address speeding concerns within this
segment. The resident has stated that the intersection at Hart Avenue and Steele Street would benefit
from the installation of an All -Way stop or from the installation of speed bumps. In response to this
request and on behalf of the City, engineering staff completed a traffic review and recommended
appropriate measures at this intersection. The traffic review included an analysis of the existing roadway
conditions, a review of approximately 3 years of available collision data, an ADT (Average Daily Traffic)
count as well as a 24 -Hour Speed Survey, as well as an examination of existing field conditions.
Figure 1: Vicinity Map
e_a LEGEND
..t
Uri
Intersection of
Interest: Hart
Avenue at
Steele Street
CITY OF ROSEMEAD
Prepared By: I ranstech Lnglneers, Inc. I Page 1 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
EXISTING CONDITIONS
Figure 2: Existing Conditions
N
LEGEND
aSignalized
Intersectio n
of Valley
Blvd at Hart
Avenue
11DIP
DP Warning
Sign (W8-2)
(RI -1)
Stop Sign
ao 25 MPH
2$ Speed
Limit Sign
(R2-1)
Hart Avenue: Within the City of Rosemead, Hart Avenue is a north -south major collector road. Hart
Avenue is approximately 36' (feet) wide with a Prima Facie speed limit of 25 MPH and one lane in each
direction with approximately 50' (feet) of double yellow centerline located along Hart Avenue, south of
Valley Boulevard. Parking is allowed along the east side and west side of Hart Avenue except for areas
marked with red curb, and on Wednesdays from LOAM to 2PM due to street sweeping. Land use along
this segment of Hart Avenue is a mixture of Medium Commercial and Single Family Residential.
Steele Street: Within the City of Rosemead, Steele Street is an east -west local road. Steele Street is
approximately 36' (feet) wide with a posted speed limit of 25 MPH and one lane in each direction with no
marked centerline. Steele Street intersects with Hart Avenue at a two-way Stop controlled intersection.
Parking along the north side and south side of Steele Street is allowed except for areas marked with red
curb, and on Wednesdays from LOAM to 2PM due to street sweeping. Land use along Steele Street is
primarily Single Family Residential.
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page 2 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
PICTURE SUMMARY
F
v� A
Ail
Northbound along Hart Avenue, just
south of Steele Street
Southbound along Hart Avenue,
J ust north of Steele Street
COLLISION INVESTIGATION
A Collision History Analysis and investigation was conducted for the subject location. Collision data was
obtained from the computerized collision records system maintained by the State of California called the
Statewide Integrated Traffic Records Systems (SWITRS). The collision analysis was conducted over
approximately a 3 -year period between August 2020 through August 2022 (available data at the time of
traffic review). The analysis included a review of all collisions that occurred within 250 -feet from the
intersection of Hart Avenue and Steele Street. Based on the data, there were no reported collision that
occurred at this location.
2022: 0 Collisions
2021: 0 Collisions
2020: 0 Collisions
Total: 0 Collisions
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page 3 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
AVERAGE DAILY TRAFFIC (ADT)
As a part of the traffic study, an Average Daily Traffic (ADT) count was obtained from counts taken on
February 3, 2022. A summary of ADT data is shown in Table 1-2: Average Daily Traffic (ADT). The volume
summary is attached (Attachment 1, 2 & 3) at the end of the report.
Table 1-2: Average Daily Traffic
Table 1: Average Daily Traffic (ADT)
Location Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd)
Eastbound Westbound TOTAL
ЋΉЌΉЋЉЋЋ ЋΉЌΉЋЉЋЋ ЋΉЌΉЋЉЋЋ
Steele Street West of
344 215 559
Hart Avenue
Steele Street East of
294 288 582
Hart Avenue
Table 2: Average Daily Traffic (ADT)
Location Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd)
Northbound Southbound TOTAL
ЋΉЌΉЋЉЋЋ ЋΉЌΉЋЉЋЋ ЋΉЌΉЋЉЋЋ
Hart Avenue South of
303 480 783
Steele Street
SPEED SURVEY
To assess the speed at which vehicles are traveling along the intersection of Hart Avenue and Steele Street,
rdth
speed samples were taken on February 3, 2022. The 85 percentile speed of vehicles traveling along
Hart Avenue, south of Steele Street was at 27 mph. This translates to mean that 85 percent of the vehicles
sampled are traveling at 27 mph or below with 85% above 27 mph which is just slightly the posted speed
rd
limit of 25 mph. Table 3 below shows the February 3, 2022, speed survey results. The speed summary
is attached (Attachment 3) at the end of the report.
Table 3: Speed Survey
Table 3: Speed Survey Hart Avenue, south of Steele Street
Dir. of Date/Time of
Location 85%ile Speed Posted Speed Limit, MPH
Travel Survey
Hart Avenue, south of Steele
2/3/22
NB/SB 27 25
Street
24-hour
CRITERIA FOR DETERMINING IF ALL-WAY STOP CONTROL IS WARRANTED
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. | Page 4 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
As part of this review the resident requested the City to consider placing all-way stop control at the
intersection of Hart Avenue and Steele Avenue. Traffic control devices work in concert with the basic
rdinances. The California Manual on Uniform Traffic
Control Devices (CAMUTCD Section 2B.07) describes applications, warrants, and placement of STOP signs
(R1-1). The STOP sign is a regulatory device that is used when traffic is required to stop. STOP signs are
used to assign right-of-way at an intersection. Multi-way stop control is used where the volume of traffic
on the intersecting roads is approximately equal.
Stop signs are not used as a speed control device and should be used only where warranted. The
placement of these signs is dictated by engineering judgment and based on guidelines found in the
CAMUTCD and CVC. The criteria for determining if two-way or all-way stop control is warranted is based
on a number of factors as set by the CAMUTCD. These factors include minimum volume on each of the
street approaches, accident investigation, speed of traffic, number of pedestrians and potential sight
obstructions.
ALL-WAY STOP CONTROL WARRANTS FOR INSTALLATION
The following briefly outlines the Criteria for the installation of All-Way stop warrants as found in Section
2B.07 of the CAMUTCD.
The placement of All-Way stop control is warranted whenʹ
A.Traffic control signals are justified
B.A crash problem exists as indicated by 5 or more accidents in a 12-month period
C.Minimum Volumes are met if,
1.Volume entering intersection from the major approach (total of both approaches)
averages 300 vehicles per hour for any 8 hours of an average day.
2.The combined vehicle, pedestrian and bicycle volumes entering the intersection from the
minor street approaches averages at least 200 units per hour for the same 8 hours.
th
3.If the 85 percentile approach speed of the major street exceeds 40 MPH, the minimum
volumes are 70 percent of the above values.
As a part of this study, a review of the intersection of Hart Avenue and Steele Avenue was conducted.
Based on the analysis and field review conducted it was determined that the intersections did not meet
the warrants for the installation of All-Way STOP control.
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 Hart Avenue and Steele Street
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. | Page 5 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
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) 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.
Table 2B-1. Regulatory Sign and Plague Sizes (Sheet 1 of 4)
Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
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 intersection of Hart Avenue and Steele Street would
benefit from a combination of improvements that include the installation of speed limit signs, refresh of
stop bars and stop legends as well as warnings signs alerting drivers that CROSS TRAFFIC DOES NOT STOP.
The improvements are listed below and shown on Figure 3.
1. Install 25MPH speed limit sign and Pavement Legend for NB and SB travel along Hart Avenue.
• Install 25MPH speed limit sign (112-1) (30"x36") and Pavement Legend on the north east
corner of Hart Avenue and Guess Street, approx. 30 feet north of Guess Street, for NB travel
along Hart Avenue. Per CAMUTCD 28.13.
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page b or 13
Convert onal Road t
DesignationSign or plaque Deslnation Section Singlet Multi- Expressway
Freeway
Minimum
Oversized
Lane t Lane t
Stop R1-1 26.06 11 30x30'1 36x36 1 36x36
—
30 z30•
46x48
Speed Llmlt R2-1 2B.13 24 x 30.1 30 x 36 t 36 x 48
48 x 60
18 x 24•
30 x 3s
Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
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 intersection of Hart Avenue and Steele Street would
benefit from a combination of improvements that include the installation of speed limit signs, refresh of
stop bars and stop legends as well as warnings signs alerting drivers that CROSS TRAFFIC DOES NOT STOP.
The improvements are listed below and shown on Figure 3.
1. Install 25MPH speed limit sign and Pavement Legend for NB and SB travel along Hart Avenue.
• Install 25MPH speed limit sign (112-1) (30"x36") and Pavement Legend on the north east
corner of Hart Avenue and Guess Street, approx. 30 feet north of Guess Street, for NB travel
along Hart Avenue. Per CAMUTCD 28.13.
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page b or 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
Install25MPH speed limit sign(R2-1)and Pavement Legend on the southwest
corner of Hart Avenue and Valley Boulevard, approx. 30 feet south of Valley Boulevard, for SB
travel along Hart Avenue. Per CAMUTCD 2B.13.
2.Repaint the intersection of Steele Street and Hart
Avenue.
Repaint existing STOP pavement legend and stop bar located at the intersection of
Steele Street and Hart Avenue. Per CAMUTCD Section 3B.20.
3.Install CROSS TRAFFIC DOES NOT STOP plaque beneath the existing STOP signs located at the
intersection of Steele Street and Hart Avenue.
Install CROSS TRAFFIC DOES NOT STOP PLAQUE (W4-4P) on the existing Stop signposts
located at the intersection of Steele Street and Hart Avenue, for WB & EB travel along
Steele Street. Per CAMUTCD Section 2C.59
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. | Page 7 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
Figure 3. Proposed Recommendations: Hart Avenue and Steele Street
A& LEGEND
Install 25MPH speed limit sign and
Pavement Legend for NB and SB travel
along Hart Avenue
O Repaint "STOP" pavement legend and stop
SZ 2 bar at the intersection of Steele Street and
2
y Hart Avenue
® - Install CROSS TRAFFIC DOES NOT STOP
OPLAQUE (W4 -4P) on the existing Stop
signposts located at the intersection of
Steele Street and Hart Avenue for WB&
EB travel along Steele Street
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 8 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
ATTACHMENTS
1. Average Daily Traffic (ADT) along Steele Street, west of Hart Avenue
2. Average Daily Traffic (ADT) along Steele Street, east of Hart Avenue
3. Average Daily Traffic (ADT) along Hart Avenue south of Steele Street
4. 24-Hour Speed Survey along Hart Avenue, south of Steele Street
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. | Page 9 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
Attachment 1: Average Daily Traffic (ADT) along Steele Street, west of Hart Avenue
Prepared 6y National Odra ® Sumyin0 Servide
VOLUME
Steele St W/O Hart Ave
Day: Thursday
Date: 2/3/2022
City: Rosemead
Project N: CA22_020046 002
1
NB
B
I
PM
AM Period
NB SB EB
TOTAL
0:00
1
1•
2
12:OOr
2
5
]e
0:15
1
0
1
12:15
30
3
13
0:30
1
0
1
12:30
9
5
14
0:45
0
3
0 1
0
4
12:45
12
33
5 is
17
51
1:00
0
0
0
13:00
5
3
8
1:15
0
0
0
13:15
5
1
6
1:30
0
0
0
13:30
7
4
11
1:45
0
0
0
13:45
3
20
4 12
7
32
2:00
0
0
0
14:00
3
3
6
2:15
0
0
0
14:15
6
5
11
2:30
0
0
0
14:30
7
5
12
2:45
1
1
1 1
2
2
14:45
7
23
8 21
15
44
3:00
0
0
0
15:00
6
4
10
3:15
0
0
0
15:15
30
6
16
3:30
0
0
0
15:30
9
6
15
3:45
0
0
0
15:45
5
30
3 19
8
49
4:00
2
0
2
16:00
9
0
9
4:15
1
1
2
16:15
5
3
8
4:30
0
1
1
16:30
5
6
11
4:45
0
3
1 3
1
6
16A5
4
23
2 11
6
34
5:00
0
0
0
17:00
5
2
7
5:15
0
0
0
17:15
3
2
5
5:30
1
0
1
17:30
9
]
16
5:45
1
2
0
1
2
1 17:45
1 11
28
3 14
14
42
6:00
0
1
1
18:00
31
2
13
6:15
1
0
1
18:15
9
7
16
6:30
3
0
3
18:30
5
1
6
6:45
4
8
1 2
5
30
18:45
3
28
1 11
4
39
2:00
1
3
4
19:00
]
1
8
7:15
0
2
2
19:15
3
0
3
7:30
1
1
2
19:30
4
2
6
7:45
2
4
2 8
4
12
19:45
2
16
0 3
2
19
8:00
4
3
7
20:00
3
3
6
8:15
5
3
8
20:15
3
4
]
8:30
3
2
5
20:30
3
3
6
8A5
2
14
5 13
7
27
20:45
5
14
0 10
5
24
9:00
5
4
9
21:00
3
0
3
9:15
6
5
11
21:15
3
2
5
9:30
2
5
7
21:30
1
2
3
9:45
5
18
5 19
10
37
21:45
4
31
1 5
5
16
10:00
7
5
12
22:00
3
0
3
10:15
6
7
13
22:15
1
0
1
10:30
7
5
12
22:30
2
1
3
10:45
6
26
6 23
12
49
22:45
2
8
0 1
2
9
11:00
9
7
16
23:00
0
0
0
11:15
8
1
9
23:15
2
1
3
11:30
7
7
14
23:30
0
0
0
11:453
2]
4 19
7
46
23:45
2
4
0 1
2
5
TOTAIS
106
89
195
T""
238
126
364
SPLIT%
1
54.4%
45.6%
34.994
SPLIT%
1
65.4%
34.6%
65.1%
DAILYTOTALS
NB
LB
EB
WB
Lotal
0
0
i44
215
559
AM Peak Hour
1030
10:15
1015
Plan kHour
1730
1445
17:30
AM Pk Volume
30
25
53
PM Pk Volume
40
24
59
Pk Hr Fattor
0.833
0.893
0.820
Pk Hr Fatlor
0.903
0.750
0.922
7-9wlume
18
21
39
4-6 Volume
51
25
76
7-9 Peak Hour
7:45
8W
8:00
4-6 Peak Hour
17M
1700
17:0
]-9 Pk Volume
14
13
27
4-6 Pk Volume
28
14
42
Pk Hr Factor
0.700
0.650
0.844
Pk Hr Factor
0.636
0.500
0.656
CITY OF ROSEMEAD
Prepared by: I ranstech Engineers, Inc. I Page 1U of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
Attachment 2: Average Daily Traffic (ADT) along Steele Street, east of Hart Avenue
Prepared by National Dara 6 surveylry 5erv¢ea
VOLUME
Steele St E/O Hart Ave
Day: Thursday
Data: 2/3/2022
Oty: Rosemead
Project N: CA22_020046_003
DAILY
WAF
0
794
28SE
582
•c
NB 513
ED
•
TOTALAM
ac
ED
•
TOTAL
0:00
0
0
0
12:OO
4
8
12
0:15
0
0
0
12:15
6
4
10
0:30
1
1
2
12:30
8
5
13
0:450
1
1 2
1
3
12:45
7
25
3
20
30
45
1:00
0
0
013:00
4
4
8
1:15
0
0
0
13:15
6
5
11
1:30
0
0
0
13:30
4
3
7
1:45
1
1
0
1
1
13:45
5
19
6
18
11
37
2:00
0
0
0
14:00
3
8
11
2:15
1
0
1
14:15
6
6
12
2:30
0
0
0
14:30
9
6
15
2:45
0
1
0
0
1
14:45
5
23
6
26
11
49
3:00
0
0
0
15:00
6
7
13
3:15
0
0
0
15:15
9
4
13
3:30
0
0
0
15:30
4
6
10
3:45
0
0
0
15:45
8
27
6
23
14
50
4:00
0
0
0
16:00
3
7
30
4:15
1
0
1
16:15
6
3
9
4:30
0
0
0
16:30
12
6
18
4:45
0
1
1 1
1
2
16:45
8
29
10
26
18
55
5:00
0
0
0
17:00
7
7
14
5:15
0
0
0
17:15
9
8
17
5:30
1
1
2
17:30
11
8
19
5:45
0
1
0 1
0
2
17:45
6
33
4
27
30
60
6:00
1
1
2
18:00
13
7
20
6:15
0
1
1
18:15
3
8
11
6:30
3
0
3
18:30
3
4
7
6:45
1
5
3 5
4
10
1 18:45
4
23
1
20
5
43
7:00
1
2
3
19:00
3
3
6
7:15
3
5
8
19:15
4
2
6
7:30
3
3
6
19:30
3
2
5
7:45
0
7
6 16
6
23
19:45
1 4
14
2
9
6
23
8:00
3
9
1220:00
2
0
2
8:15
2
8
10
20:15
2
3
5
8:30
3
8
11
20:30
6
1
7
8:45
2
10
2 27
4
37
20:45
1
11
3
7
4
18
9:00
3
7
10
21:00
7
1
8
9:15
4
1
5
21:15
1
3
4
9:30
2
7
9
21:30
1
1
2
9:45
3
12
2 17
5
29
21:45
1
10
2
7
3
17
10:00
6
2
8
22:00
2
0
2
10:15
2
7
9
22:15
2
0
2
10:30
1
5
6
22:30
1
0
1
10:45
4
13
5 19
9
32
22:45
1
6
3
3
4
9
11:00
3
4
7
23:00
0
0
0
11:15
9
3
12
23:15
1
0
1
11:30
3
4
7
23:30
1
0
1
11:45
5
20
3 14
8
34
23:45
0
2
0
0
2
TOTALS
72
102
174
TOTALS
222
186
408
SPLIT%
41.4%
58.6%
29.9%
SPLIT%
54.4%
45.6%
70.196
DAILY
r
0
94
288
1 582
AM Peak Hour
11:45
7x15
11:45
PM Peak Hour
17:15
1605
16:45
AM Pk Volume
23
31
43
PM Pk Volume
39
33
68
Pk Hr Factor
0.719
0.861
0.827
Pk Hr Farber
0J50
0.825
0.895
7-9 Volume
17
43
60
4-6Volume
62
53
115
7-9 Peak Hour
8:00
7x15
745
4-6 Peak Hour
16:30
1645
1645
7-9 Pk Volume
30
31
39
4-6 Pk Volume
36
33
68
Pk Hr Faster
0.833
0.861
0.813
Pk Hr FaRor
0.750
0.825
0.895
Attachment 3: Average Daily Traffic (ADT) along Hart Avenue, south of Steele Street
O E., .aA.__,.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 11 of 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
Prepared by NDS/ATD
Prepared by National Dam 08umying Semites
VOLUME
Hart Ave S/0 Steele St
Day: Thursday
Date: 2/3/2022
City: Rosemead
Projed 0: CA22_020046_001
CITY OF ROSEMEAD
Prepared by: Iranstech Engineers, Inc. I Page 12 o1 13
DAILYTOTALS
I
I LOB
we -
otal
303
•:I
0
783
ea
TOTALITAL
0000
2•
0
0 0•
13
0 0
19
00:15
0
3
0 0
3
12:15
6
10
0 0
16
00:30
0
1
0 D
1
12:30
2
5
0 0
7
OOHS
0
2
0
4
0 0
6
12:45
4
18
7
35
0 0
Il
53
01:00
0
1
0 0
1
13:00
8
6
0 0
14
01:15
0
0
0 0
13:15
8
9
0 0
17
01:30
0
1
0 0
1
13:30
2
6
0 0
8
01A5
0
0
2
0 0
2
13:45
5
23
5
26
0 0
10
49
02:00
0
0
0 0
14:00
-2
12
0 0
14
02:15
0
0
0 0
14:15
4
9
0 0
13
02:30
0
0
0 0
14:30
8
15
0 0
23
WAS
0
0
0 0
14:45
9
23
9
45
0 0
18
68
03:00
0
0
0 0
r
15:00
9
9
0 0
18
03:15
0
0
0 0
15:15
6
7
0 0
13
03:30
0
0
0 0
15:30
7
16
0 0
23
03A5
0
0
0 0
15:45
8
30
12
44
0 0
20
74
04:00
0
0
0 0
16:00
2
11
0 0
13
04:15
0
0
0 0
16:15
4
10
0 0
14
04:30
0
0
0 0
16:30
7
6
0 0
13
04:45
0
1
1
0 0
1
1
1 16:45
1 5
18
12
39
0 0
17
57
05:00
1
2
0 0
3
17:00
5
13
0 0
I8
05:15
1
1
0 0
2
17:15
9
7
0 0
16
05:30
1
1
0 0
2
17:30
7
35
0 0
22
05:45
0
3
1
5
0 0
1
8
17:45
2
23
13
48
0 0
35
71
06:00
0
1
0 0
1
18:00
8
7
0 0
35
06:15
0
1
0 0
1
18:15
3
17
0 0
20
06:30
0
1
0 0
1
18:30
4
9
0 0
13
06A5
1
1
1
4
0 0
2
5
18:45
2
17
4
37
0 0
6
54
07:00
4
2
0 0
6
19:00
3
7
0 0
30
07:15
2
2
0 0
4
19:15
1
5
0 0
6
07:30
7
5
0 0
12
19:30
3
6
0 0
9
WAS
1 6
19
2
11
0 0
8
30
19:45
2
9
11
29
0 0
13
38
08:00
7
6
0 0
13
20:00
6
5
0 0
11
08:15
11
8
0 0
19
20:15
2
8
0 0
30
08:30
6
3
0 0
9
20:30
2
7
0 0
9
OBAS
11
35
6
23
0 0
17
58
20:45
1 1
31
4
24
0 0
5
35
09:00
4
9
0 0
13
21:00
1
5
0 0
6
09:15
5
4
0 0
9
21:15
0
3
0 0
3
09:30
30
7
0 0
17
21:30
2
3
0 0
5
09:45
11
30
7
27
0 0
18
57
21:45
2
5
3
14
0 0
5
19
10:00
4
3
0 0
7
22:00
0
3
0 0
3
10:15
6
8
0 0
14
22:15
1
1
0 0
2
10:30
5
6
0 0
11
22:30
0
0
0 0
10:45
6
21
9
26
0 0
35
47
22:45
0
1
1
5
0 0
1
6
11:00
3
6
0 0
9
23:00
0
1
0 0
1
11:15
5
8
0 0
13
23:15
0
0
0 0
11:30
1
7
0 0
8
23:30
0
0
0 0
11:45
3
12
9
30
0 0
12
42
23:45
2
2
0
1
0 0
2
3
TOTALS
123
133
256
TOTALS
180
34]
527
SPLIT%
48.0%
52.0%
32.7X
SPLIT%
34.2%
65.8%
67.3%
DAILYTOTALS
NB
SB
LB
WB
LOU
"al
303
480
0
0
783
AM Peak Hour
08 DD
1130
08:00
PM Peak Hour
1430
1730
15:00
AM Pk Volume
35
39
58
PM Pk Volume
32
52
74
Pk Hr Factor
0795
0.750
0.263
Pk Hr Factor
0.889
0.765
0.004
2-9 Volume
54
34
00
4-6Va1ume
41
87
128
7-9 Peak Hour
08:00
0800
08:00
4-6 Peak Hour
1630
1700
16:45
7-9 Pk Volume
35
23
58
4-6 Pk Volume
26
48
73
Pk Hr Factor
0.795
0.719
0.763
Pk Hr Factor
0.722
rare
0.830
CITY OF ROSEMEAD
Prepared by: Iranstech Engineers, Inc. I Page 12 o1 13
Traffic Review at the Intersection of Hart Avenue and Steele Street
Attachment 4: 24 -Hour Speed Survey along Hart Avenue, south of Steele Street
�pnOeyXH1SPEED
Hart Ave S/O Steele St
Day: Thursday City: Rosemead
Date: 2/3/2022 Project#: C 22_020046_001
Summary
AM Volumes
21
58118
51
8
U
0
0
0
0
0
0
0
256
0000 AM
1
1
3
1
0
0
0
0
0
0
0
0
0
fi
01:00
0
0
1
1
0
0
0
0
0
0
0
0
0
2
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
04:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
05:00
0
1
4
3
0
0
0
0
0
0
0
0
0
8
06:00
0
1
3
1
0
0
0
0
0
0
0
0
0
5
07:00
J
7
13
3
0
0
0
0
0
0
0
0
0
30
0800
4
12
22
19
1
0
0
0
0
0
0
0
0
58
09:00
3
10
24
16
4
0
0
0
0
0
0
0
0
57
10:00
2
18
23
3
1
0
0
0
0
0
0
0
0
47
11:00
4
7
25
4
2
0
0
0
0
0
0
0
0
42
12:00 PM
7
21
17
6
2
0
0
0
0
0
0
0
0
53
13:00
3
9
19
17
1
0
0
0
0
0
0
0
0
49
14:00
2
20
34
9
3
0
0
0
0
0
0
0
0
68
15:00
1
13
44
15
1
0
0
0
0
0
0
0
0
74
16:00
7
15
29
6
0
0
0
0
0
0
0
0
0
57
17:00
7
18
36
9
1
0
0
0
0
0
0
0
0
71
18:00
3
14
25
12
0
0
0
0
0
0
0
0
0
54
19:00
2
8
19
7
2
0
0
0
0
0
0
0
0
38
20:00
1
15
12
5
2
0
0
0
0
0
0
0
0
35
21:00
0
8
8
3
0
0
0
0
0
0
0
0
0
19
22:00
0
1
5
0
0
0
0
0
0
0
0
0
0
6
23:00
0
0
2
1
0
0
0
0
0
0
0
0
0
3
Totals
%ot TMals
54
J%
200
26%1
368
47%
141
]8%
20
3%1
1
1
1
1
11CO%
783
AM Volumes
21
58118
51
8
U
0
0
0
0
0
0
0
256
%AM
3%
J%
]5%
J%
]%
33%
AM Peak Hour
07M
100]
1100
08:00
0900
OB:O9
Volume
]
18
25
19
4
58
PM Volumes
33
142
250
90
12
0
0
0
0
0
0
0
0
52T
%PM
4%
is.
32%
11%
2%
6J%
PM Peak Hour
12A0
l2.
15.
130]
VOYm!
J
21
40
17
3
]0
Directional Peak Periods
AM 7-9
NOON 12-2
PM 4-6
Off Peak Volumes
All Speeds
volume %
volume %
volume n.
volume %
88 1 11%
102 13%
128 16%
465 59%
15th 50th
Average
85th
95th
ADT
HartAve
Summary
1] 22
22
27
29
783
CITY OF ROSEMEAD
Prepared by: Iranstech Engineers, Inc. I Page 13 o1 13