TC - Item 4A - Traffic Review on Ramona Boulevard between Burton Avenue to the I-10 EB Off Ramps/Rosemead BoulevardTRANSTEch
TO: City of Rosemead, Public Works Department
FROM: Traffic Engineering, Transtech Engineers, Inc.
DATE: November 3, 2022
SUBJECT: Traffic Review on Ramona Boulevard between Burton Avenue to the 1-10 EB Off
Ramps/Rosemead Boulevard
The City of Rosemead received a resident request to evaluate the installation of speed humps along the
segment of Ramona Boulevard from Burton Avenue to Rosemead Boulevard. In response to this request
and on behalf of the City, engineering staff completed a traffic review and recommended appropriate
measures on Ramona Boulevard. The traffic review included an analysis of the existing roadway
conditions, a review of approximately 3 years of available collision data, an average daily traffic count
(ADT), a 24-hour speed survey as well as an examination of existing field conditions. Refer to Figure 1
below for a vicinity map of the subject location.
Figure 1: Vicinity Map
N
A.
t L_
LEGEND Study Segment: Ramona Boulevard from Burton Avenue to Rosemead Boulevard
O E.,&..AA_.,.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
Figure 2: Existing Conditions Map Ramona Boulevard from Burton Avenue to East of Bartlett
^) I
iky
LEGEND
W1-7 Double Arrow
/� Sign with OM1 -3< >
W3-1 Stop Ahead
• 0Rl-1 Stop Sign / \ Object Marker
t N i W3-1 Turn Ahead
PARKING R30A(CA) No Parking STOPPING R26(S)(CA)No Warning with W13- adder Stripped
Thursday, with specified time Stopping Anytime 1P Warning Speed Crosswalk in yellow
6 10u ANYTIME paint
Limit Change Sign
rn PH
Figure 3: Existing Conditions Map Ramona Boulevard from West of Muscatel Avenue to East of Ivar
Avenue
o T
3
III r`
Iff I -r Jiro'~ p— N 5 4. o - • _ ..
LEGEND O
1==1. W1J Double Arrow r W3-1 Turn Ahead
M • R3-1 Stop Sign 0Limit
Object M OM1 -3 1P Warg ng Spee 3 -
Object Marker 20 1P Warning Speed
Chanee Sien
PARKING R30A CA No Parkin R26 S CA No Z30
( ) g () ( )
Rm 10ry $TOPPNG R2-1 Speed Limit Sign
N^.i^. with specified time WVyTILE Stopping Anytime
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
Figure 4: Existing Conditions Map Ramona Boulevard from East of Ivar Avenue to Rosemead Boulevard
e ,
ONEWAY.i
LEGEND
6R1-1 Stop Sign
EXISTING CONDITIONS
N 0 R3-3 NO TURNS Sign
TU/R�NS
C , OM1 -3 Object
R6-1 One Way Sign
■/
R5-1 DO NOT ENTER
���
Sign with R5 -1A
®,
Wrong Way
VRl-2
Yield Sign
EXISTING CONDITIONS
N 0 R3-3 NO TURNS Sign
TU/R�NS
C , OM1 -3 Object
R6-1 One Way Sign
■/
W3-2 Curve Warning
���
Sign with W13 -1P
35
Warning Speed Limit
M PH.
Change Sign
Ramona Boulevard: Ramona Boulevard is an East/West Road classified by Caltrans as a major collector
roadway. Ramona Boulevard is approximately 28 -feet wide east of Ivar Avenue and approximately 32 -
feet wide west of Ivar Avenue, with one lane in each direction, with a dashed yellow centerline
separating opposing traffic. Ramona Boulevard has a posted speed limit of 30 MPH. Parking is
restricted to no stopping anytime on the north side of Ramona Boulevard and is restricted from 6:00
AM to 10:00 AM on Thursdays on the south side due to street sweeping. Land use through this segment
of Ramona Boulevard is Single Family Residential on the south with the Interstate 10 Freeway on the
north.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
PICTURE SUMMARY: EXISTING CONDITIONS
I
Nu LANAI 101;
L
Ramona Boulevard at Burton Avenue
Intersection
Bartlett Ave
N
V
Ramona Avenue at Bartlett Avenue
Intersection
x
Ramona Boulevard at Muscatel Avenue
Intersection
O E.,...!�....,.
Ramona Boulevard East of Burton Avenue
Intersection
A
Ramona Boulevard East of Bartlett Avenue
Intersection
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
^ 4
Ramona Boulevard at 110 Freeway Off Ramp
Ramona Boulevard at 110 Freeway Off Ramp
Ramona Boulevard at Rosemead Boulevard
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
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). A review of available collisions that were reported to SW ITRS along the segment of Ramona
Boulevard was conducted. Based on the Collision History Analysis, investigation, and data, it was
determined that there were 3 total collisions reported. A summary breakdown of the number of collisions
within the studied segment are listed below and shown in Table 1.
2022: 1 Collision 2021: 1 Collision 2020: 1 Collision Total: 3 Collisions
Table 1: Collision History Along Ramona Boulevard
COLLISION HISTORY
kof Crashes
PED&BIKE -Crash Type
kof Crashes
Fatality (Death)
IMM
_
4
M.m
mi
Severe Injury
LM
IDAuanE.mw"`d"M"
o..
..M
Mm.�.NmX
0
Injury Other Visible
a.X.w.M
XMX, Oy
Injury -Other Visible
NkAr As
M.
0
oma
Xe,.
.M
Injury- Complaintof Pain
0
�' 95
•
2
Property Damage Only
Y
0
o-re-
Aw
3
Total
0
IMV EB NNS ON
WIDOODA
MMONF BLVD
IVAR RVE
SBS'E
1.
MON
WYNGXT
XIi OBI
5
FpEDO&
VEX HIT FIXED
IMVflOVTIIXN
0
MSO MNP:OflVP
ND
OB
Imp
0
t1/31/N3]
MONAM
NXIOXA
LJW
0FAX
all
A nPX
XEX
5
ER
YEN X0
al
APEDMNX: OPV
SFOVVEDVEN
IMV
EB THAI VEX HR
2/3/EDM
RAMONA ill
BMIIliTAYE
11RW
7:51
MON
MYIIGXT
BFAP END
S
VNO MV
EB BRAND VEX
IMVflCVNPH
1
MIND0. MINOR IHI
COLLISION HISTORY
ALLCOLLISIONS -Crash Type
(Non Per & Bike Colllla ons/Creehes)
kof Crashes
PED&BIKE -Crash Type
kof Crashes
Fatality (Death)
-
_
4
- BF
L
Severe Injury
LM
0
,�. ,,
BI �'r .. ?. -.4
0
Injury Other Visible
•
1
Injury -Other Visible
0
Injury- Complaintof Pain
•
-,�
Injury- Complaintof Pain
0
�' 95
ALLCOLLISIONS -Crash Type
(Non Per & Bike Colllla ons/Creehes)
kof Crashes
PED&BIKE -Crash Type
kof Crashes
Fatality (Death)
•
0
Fatality (Death)
0
Severe Injury
O
0
Severe Injury
0
Injury Other Visible
•
1
Injury -Other Visible
0
Injury- Complaintof Pain
•
0
Injury- Complaintof Pain
0
Property Damage Only
•
2
Property Damage Only
Y
0
Total
3
Total
0
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
AVERAGE DAILY TRAFFIC (ADT)
Average Daily Traffic (ADT) data was obtained from counts taken on September 29", 2021 for Ramona
Boulevard between Burton Avenue and Rosemead Boulevard. 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: Average Daily Traffic (ADT)
Location
Vehicles per Day (vpd)
Vehicles per Day (vpd)
Vehicles per Day (vpd)
Location
Eastbound
Westbound
TOTAL
Posted Limit MPH
09/29/2021
09/29/2021
09/29/2021
Ramona Boulevard
Ramona Boulevard Between
Between Bartlett
1,568
1,892
3,460
Avenue and Muscatel
9/29/21
Avenue
38
SPEED SURVEY
To assess the speed at which vehicles are traveling along Ramona Boulevard, speed samples were taken
over a 24-hour period on September 29", 2021. The 85" percentile speed of vehicles along Ramona
Boulevard was determined to be 38 mph. This translates to mean that 85 percent of the vehicles sampled
are traveling at 38 mph or below which is above the speed limit of 30 mph. Table 3 below shows the
September 29", 2021, speed survey results. The speed summary is attached (Attachment 2) at the end
of the report.
Table 3: Radar Speed Survey along Ramona Avenue
Dir. o
Date/Time o
Location
5%ile Speed
Posted Limit MPH
Travel
Survey
Ramona Boulevard Between
9/29/21
Bartlett Avenue and MuscatelEB/WB
38
30
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 Ramona Boulevard between Burton Avenue and Rosemead
Boulevard. At this time the City of Rosemead does not have a Speed Hump Policy in place. Speed humps
are usually only installed on roadways that meet certain criteria such as being classified as a local street
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
with minimum and maximum vehicles per day as well as posted speed limits of 25 mph or less. Using this
criteria Ramona Boulevard would not be eligible for installation of speed humps.
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.
Table 213-1. 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.
Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
CITY OF ROSEMEAD
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Sign or Plaque
Desgnatbn
Section
Con"Inilillonal Road
1
expressway
1
Freeway
Minimum
Oversized
Single)
LaeI
Multi-
Lane
Stop
RIA
28.05
30 x 30' 1
1 36 x 36
1 36x36
30 x 30'
48 x 48
Sp"d LImIt
R2-1
213.13
24 x 30.1
I 30 x 3B
1 36 x 48
48 x 60
18 x 24•
1 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.
Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
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 Ramona Boulevard between Burton
Avenue and Rosemead Boulevard would benefit from a combination of Traffic Calming Measures. The
improvements are listed below and shown on the installation exhibit.
1. INSTALL NEW OVERSIZED SPEED LIMIT SIGN AND PAVEMENT LEGEND: Install new Oversized
Speed Limit (112-1) Sign and Pavement legend, approximately 150 -feet west of Ramona Boulevard
and Barton Avenue intersection for eastbound traffic on existing light pole. (Per CAMUTCD Section
18.13 and CAMUTCD Table 18-1.)
2. INSTALL "CROSS TRAFFIC DOES NOT STOP" (W44P) PLAQUES ON EXISTING STOP SIGNS: Add
"Cross Traffic Does Not Stop" (W4 -4P) Plaques to existing Stop Signposts at side streets that
intersect with Ramona Boulevard.
• Install "Cross Traffic Does Not Stop" Plaque to Existing Stop Signposts at the intersections
of Ramona Boulevard and Bartlett Avenue, Ramona Boulevard and Muscatel Avenue, and
Ramona Boulevard and Ivar Avenue.
3. REMOVE AND REPLACE EXISTING SPEED LIMIT SIGN WITH NEW OVERSIZED SPEED LIMIT SIGN:
Remove and Replace existing 30 -MPH Speed Limit Sign (112-1) with oversized Speed Limit Sign and
Pavement Legend for westbound traffic on Ramona Boulevard. (Per CAMUTCD Table 18-1). Sign
should be posted at least 8' high so that it does not hang over into the street and passing vehicles
would not strike the sign since there is a tall sound wall on the north side of Rosemead Boulevard.
Also add pavement legends opposite the speed limit sign.
4. INSTALL WHITE SIDE STRIPE 8 feet from curb with an angled diagonal stripe to denote this is a
parking lane not another travel lane on the south side of Ramona Boulevard from Burton Avenue
to Ivar Avenue. This stripe will visually narrow the roadway to help slow speeding traffic.
5. REMOVE THE 35MPH SPEED LIMIT SIGN under the curve sign at the 1-10 EB Ramp and replace
with 20 MPH sign warning sign
6. ADD NEW W1-8 CHEVRONS (BI-DIRECTIONAL) along the metal barricades at the curve east of
Ivar Avenue. Remove old OM1 -3 reflectors. A set of 3 W1-8 signs posted back-to-back in highly
reflective neon yellow. (post at the beginning, end and in the middle of the metal barricade.)
7. ADD YELLOW RPMS IN THE CENTER YELLOW STRIPE in the curve so that the curve is more visible
to motorists at night. Approximately 150 feet.
CITY OF ROSEMEAD
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EXHIBIT 1: ROSEMEAD, CA -RAMONA BOULEVARD FROM EAST OF BURTON AVENUE TO 1-10 EB OFF RAMP
Date Prepared: 09-15-22
�p
6 f�����
30 1,. tJ tJ
���SJV LLLS M]I LIOP
al 5
cc
err
+dos osmrF
iJ
OINSTALL NEW OVERSIZED SPEED LIMIT (R2-1) SIGN AND PAVEMENT LENGEND 30 6 ADD NEW CHEVRONS (BI-DIRECTIONAL) ALONG THE METAL
MPH APPROXIMATELY 150 -FEET WEST OF RAMONA BOULEVARD AND BARTON BARRICADES AT THE CURVE EAST OF IVAR AVENUE. W1-8 (REMOVE
AVENUE INTERSECTION FOR EASTBOUND TRAFFIC ON EXISTING LIGHT POLE. OLD OM1 -3 REFLECTORS) ASET OF 3 SIGNS POSTED BACK-TO-BACK IN
PER CAMUTCD SECTION 26.13 AND CAMUTCD TABLE 2B-1. HIGHLY REFLECTIVE NEON YELLOW. (POST AT THE BEGINNING, END
OINSTALL "CROSS TRAFFIC DOES NOT STOP" PLAQUE TO EXISTING STOP AND IN THE MIDDLE OF THE METAL BARRICADE.)
2 SIGNPOSTS AT THE INTERSECTIONS OF RAMONA BOULEVARD AND BARTLETTO ADD YELLOW RPMS IN THE CENTER YELLOW STRIPE IN THE CURVE SO
AVENUE, RAMONA BOULEVARD AND MUSCATEL AVENUE, AND RAMONA THAT THE CURVE IS MORE VISIBLE TO MOTORISTS AT NIGHT.
BOULEVARD AND VAR AVENUE. APPROXIMATELY 150 FEET.
OREMOVE AND REPLACE EXISTING SPEED LIMIT SIGN (R2-1) 30 MPH WITH
OVERSIZED SPEED LIMIT SIGN AND PAVEMENT LEGEND PER CAMUTCD TABLE 2B-
1 FOR WESTBOUND TRAFFIC ON RAMONA BOULEVARD.
INSTALL WHITE SIDE STRIPE WITH AN ANGLED DIAGONAL STRIPE TO DENOTE
OTHIS IS A PARKING LANE NOT ANOTHER TRAVEL LANE ON THE SOUTH SIDE OF
RAMONA BOULEVARD FROM BURTON AVENUE TO IVAR AVENUE. THIS STRIPE
WILL VISUALLY NARROW THE ROADWAY TO HELP SLOW SPEEDING TRAFFIC.
OREMOVE THE 35MPH SPEED LIMIT SIGN UNDER THE CURVE SIGN AT THE 1-10 EB
RAMP AND REPLACE WITH 20 MPH SIGN WARNING SIGN.
TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
ATTACHMENTS
1. Average Daily Traffic (ADT) Counts
a. Ramona Boulevard Between Bartlett Avenue and Muscatel Avenue
2. Average Daily Traffic (ADT) Speed Survey
a. Ramona Boulevard Between Bartlett Avenue and Muscatel Avenue
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
Attachment 1: Average Daily Traffic (ADT) Counts
Prepared by NDSjATD
Prepared by Nellonal care a surreylne Sarvltm
VOLUME
Ramona Blvd Bet. Bartlett Ave & Muscatel Ave
Day: Wednesday City: Rosemead
Date: 9/29/2021 Project8: CA21_020282_001
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page 12 of 13
TOTAL
PM rr
NB
SB
EB
VYB
TOTAL
AM rr
NB SIB EB WIS
00:00
0
0
1
4
5
12:00
0
0
22
22
40
00x5
0
0
0
2
2
12x5
0
0
20
25
4s
00:30
0
0
4
2
6
12:30
0
0
26
28
54
00:45
0
0
0
5
2
10
2
15
12:45
0
0
17
85
29
104
46
189
01:00
0
0
0
3
3
13:00
0
0
28
34
62
01:15
0
0
5
0
5
13:15
0
0
17
25
42
01:30
0
0
1
1
2
13:30
0
0
25
50
75
01:45
0
0
1
7
3
7
4
14
13:45
0
0
26
96
33
142
59
238
02:00
0
0
2
1
3
14:00
0
0
30
36
66
02:15
0
0
1
0
1
14:15
0
0
22
39
61
02:30
0
0
0
0
14:30
0
0
39
22
61
02:45
0
0
1
4
3
4
4
8
14:45
0
0
26
117
27
124
53
241
03:00
0
0
1
0
1
15:00
0
0
42
21
63
03:15
0
0
0
0
15:15
0
0
26
34
60
03:30
0
0
3
2
5
15:30
0
0
37
41
78
03:45
0
0
2
6
2
4
4
10
15:45
0
0
34
139
19
115
53
254
04:00
0
0
1
4
5
16:00
0
0
32
32
64
04:15
0
0
1
4
5
16:15
0
0
41
26
67
04:30
0
0
2
8
10
16:30
0
0
29
18
47
04:45
0
0
3
7
7
23
10
30
16:45
0
0
27
129
25
101
52
230
05:00
0
0
1
4
5
17:00
0
0
39
26
65
05:15
0
0
3
10
13
17:15
0
0
31
37
68
05:30
0
0
5
7
12
17:30
0
0
36
56
92
05:45
0
0
3
12
7
28
10
40
17:45
0
0
27
133
30
149
57
282
06:00
0
0
4
8
12
18:00
0
0
36
31
67
06:15
0
0
6
8
14
18:15
0
0
35
25
60
06:30
0
0
0
17
17
18:30
0
0
33
29
62
06:45
0
0
6
16
IS
48
21
64
18:45
0
0
40
144
27
112
67
256
07:00
0
0
8
20
28
19:00
0
0
36
38
54
WAS
0
0
8
45
53
19:15
0
0
25
10
35
07:30
0
0
15
78
93
19:30
0
0
33
15
48
07:45
0
0
30
61
69
212
99
273
19:45
0
0
17
111
22
65
39
176
08:00
0
0
31
47
78
20:00
0
0
14
25
39
08:15
0
0
36
28
64
20:15
0
0
24
16
40
08:30
0
0
26
34
60
20:30
0
0
12
12
24
08:95
0
0
26
119
32
141
58
260
20:45
0
0
18
68
16
69
34
137
09:00
0
0
18
31
49
21:000
0
35
13
28
09:15
0
0
20
37
57
21:15
0
0
12
30
22
09:30
0
0
13
34
47
21:30
0
0
14
11
25
09:95
0
0
10
61
27
129
37
190
21:45
0
0
5
46
12
46
17
92
10:00
0
0
25
35
60
22:00
0
0
8
5
13
10:15
0
0
23
29
52
22:15
0
0
9
7
16
10:30
0
0
20
33
53
22:30
0
0
9
5
14
10:45
0
0
15
83
27
124
42
207
22:45
0
0
4
30
5
22
9
52
11:00
0
0
13
24
37
23:00
0
0
4
4
8
11:15
0
0
19
33
52
23:15
0
0
5
2
7
11:30
0
0
25
17
42
23:30
0
0
0
4
4
11:45
0
0
21
78
22
96
43
174
23A5
0
0
2
11
7
17
9
28
TOTALS
459
826
1285
TOTALS
1109
1066
2175
SPUR%
35.7%
64.3%l
37.1%
Spur%
s1.0%
49.0%
62.9%
DAILYTOTALS
NB
513
11
We
Totall
AM Peak Hour
07:45
0715
07:30
PM Peak Hour
1590
13:30
17:15
AM Pk Volume
123
239
334
PM Pk Volume
144
158
284
Pk Hr Fatlar
0.854
0.766
0.843
Per Hr Fartor
0.878
0.7%
0]72
7-9 Volume
180
353
533
4-6Volume
262
250
512
7-9 Peak Hour
0745
0715
07:30
4-6 Peak Hour
16:15
1700
17:00
7-9Pk Volume
123
239
334
4-6 Pk Volume
136
149
282
Pk Hr Fartor
0.854
0.766
0.843
Pk Hr Fa[ror
0.829
0.665
0.766
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page 12 of 13
TRAFFIC REVIEW ON RAMONA BOULEVARD BETWEEN BURTON AVENUE TO THE 1-10 EB OFF RAMPS/ROSEMEAD BOULEVARD
Attachment 2: Average Daily Traffic (ADT) Speed Survey
ei�tlej SPEED�1m�V��
Ramona Blvd Bet. Bartlett Ave & Muscatel Ave
Day: Wednesday city: Rosemead
Date: 9/29/2021 Project P: CA21 020281_001
Summary
AM VolunMs
9
25
120
391
483
217
77
21
1
1
0
0
0
1305
00'.00 AM
I
0
2
3
5
2
2
0
0
0
0
0
0
15
01:00
0
1
1
4
4
2
1
1
0
0
0
0
0
14
02:00
1
0
1
0
4
1
0
1
0
0
0
0
a
8
03:00
0
0
1
1
1
5
2
0
0
0
0
0
0
10
04:00
0
0
2
6
10
9
2
1
0
0
0
0
0
30
05:00
1
0
3
9
9
9
8
1
0
0
0
0
0
40
06:00
0
2
8
16
18
15
3
2
0
0
0
0
0
64
07:00
4
7
26
62
110
48
11
5
0
0
0
0
0
273
O8d10
0
30
34
60
85
54
15
1
1
0
0
0
a
260
09:00
1
1
10
34
80
48
13
2
0
1
0
0
0
190
10:00
1
3
21
52
78
32
14
6
0
0
0
0
0
207
11:00
0
1
11
dd
79
32
6
1
0
0
0
0
0
174
12:00 PM
2
2
14
33
79
40
13
4
2
0
0
0
0
189
13:00
0
1
25
59
83
53
13
3
1
0
0
0
0
238
14:00
2
3
30
50
102
51
15
6
0
2
0
0
0
241
15:00
0
3
21
50
104
60
15
1
0
0
0
0
0
254
16:00
1
1
18
56
93
42
17
2
0
0
0
0
0
230
17:00
2
6
20
82
106
53
7
5
1
0
0
0
0
282
18:00
1
2
26
68
103
42
12
2
0
0
0
0
0
256
19:00
1
6
15
51
63
35
5
0
0
0
0
0
0
176
20:00
0
3
16
38
45
26
8
1
0
0
0
0
0
137
21:00
1
3
10
27
27
19
5
0
0
0
0
0
0
92
22:00
1
0
3
12
21
12
2
0
0
1
0
0
0
52
23:00
01
01
1
71
111
7
11
01
11
01
0
0
0
28
xol Total:
]%
z%I
,fI
24:6
30%
ztlM
sx
1%
VM
.
11
AM VolunMs
9
25
120
391
483
217
77
21
1
1
0
0
0
1305
%AM
0%
1%
3%
0%
141
7%
2%
1%
016
G%
37.
AM Peak Hour
07:M
w to
08:00
0]'.0]
07:M
08:00
wool
10:00
[8:No
03:[O
07:W
Volume
4
10
34
63
1 110
X
15
6
1
1
273
PM Volumes
11
30
""I
111
837
440
113
24
5
3
0
0
0
2175
%PM
P6
1%
5%
15%
24%
13%
3%
1%
m6
0%
63%
PM Peak Hour
12:W
17:00
18:00
1700
17'M
15:00
1600
14:00
1290
14:00
17:00
Volume
2
6
26
02
106
W
17
6
2
2
282
Directional Peak Periods
AM 7-9
NOON 12-2
PM 4-6
ON Peak Volumes
All Speeds
volume %
volume Is
volume %
Volume Is
533 15%
427 12%
512 15%
1988 57%
15th Stith Average 85th 95M Mir
Ramona Blvd
Summary 26
32
32
38
42 3460
CITY OF ROSEMEAD
Prepared By: I ranstech Engineers, Inc. I Page 13 or 13